db contract documents request for proposals …...the design-builder shall coordinate its design and...
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VAN WYCK EXPRESSWAY (VWE) CAPACITY
AND ACCESS IMPROVEMENT TO JFK
AIRPORT – CONTRACT 2
PIN X735.83, Contract D900050
DB CONTRACT DOCUMENTS
REQUEST FOR PROPOSALS
PART 4
UTILITY REQUIREMENTS
Draft April 7, 2020
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New York State Department of Transportation
VAN WYCK EXPRESSWAY (VWE) CAPACITY AND ACCESS IMPROVEMENTS TO JFK
AIRPORT – CONTRACT 2 i Part 4 - Utility Requirements
PIN X735.83, Contract D900050 Draft April 7, 2020
Table of Contents
PART 4 - UTILITY REQUIREMENTS .......................................................... 1
4-1 SCOPE ............................................................................................................................................. 1
4-2 GENERAL ........................................................................................................................................... 2
4-2.1 Utility Coordination .................................................................................................................... 2 4-2.2 Utility Coordination Manager ..................................................................................................... 2 4-2.3 Utility Relocation Design ............................................................................................................ 3 4-2.4 Scheduling Utility Relocation Work............................................................................................ 3 4-2.5 Utility Design and Construction Constraints .............................................................................. 3 4-2.6 Standard of Care Applicable to Utility Work .............................................................................. 4 4-2.7 Coordination with Utility Owners................................................................................................ 4
4-3 AFFECTED UTILITIES ..................................................................................................................... 4
4-3.1 Design-Builder's Responsibilities .............................................................................................. 4
4-4 COORDINATION REQUIREMENTS ............................................................................................... 5
4-4.1 Prior Department Actions .......................................................................................................... 5 4-4.2 Design Builder's Coordination Requirements ............................................................................ 6 4-4.3 Design Reviews ......................................................................................................................... 7 4-4.4 Meetings and Coordination ........................................................................................................ 7
4-5 STANDARDS AND REFERENCES ................................................................................................. 7
4-6 DESIGN BUILDER RESPONSIBILITIES ......................................................................................... 8
4-6.1 Cost of Temporary Relocations ................................................................................................. 8 4-6.2 Relocation Permits .................................................................................................................... 8 4-6.3 Point of Contact ......................................................................................................................... 8 4-6.4 Instructions and Authorizations ................................................................................................. 8 4-6.5 Verification of Utility Locations and Marking of Locations in the Field ...................................... 9 4-6.6 Components of Utilities .............................................................................................................. 9 4-6.7 Utility Owner's Right to Inspect .................................................................................................. 9 4-6.8 Design-Builder-Caused Changes to Utility Owner Work ........................................................... 9 4-6.9 Abandoned Utilities .................................................................................................................... 9 4-6.10 Quality Control ........................................................................................................................... 9 4-6.11 Changes to Design .................................................................................................................... 9 4-6.12 Design-Builder Design and/or Construction ............................................................................ 10 4-6.13 Design Review ......................................................................................................................... 10 4-6.14 Construction Record ................................................................................................................ 10 4-6.15 Utility Damage Reports ............................................................................................................ 10 4-6.16 Protection of Utility Facilities .................................................................................................... 12
New York State Department of Transportation
VAN WYCK EXPRESSWAY (VWE) CAPACITY AND ACCESS IMPROVEMENTS TO JFK
AIRPORT – CONTRACT 2 ii Part 4 - Utility Requirements
PIN X735.83, Contract D900050 Draft April 7, 2020
4-6.17 Utility Relocation Master Plan .................................................................................................. 12 4-6.18 Betterments ............................................................................................................................. 12
4-7 DESIGN AND APPROVAL OF THE UTILITY RELOCATION PLANS ............................................ 12
4-8 SUBMITTALS ................................................................................................................................. 13
4-8.1 Design ...................................................................................................................................... 13 4-8.2 Construction............................................................................................................................. 13
4-9 DB UTILITY WORK AGREEMENTS .............................................................................................. 13
4-9.1 General .................................................................................................................................... 13 4-9.2 Utilities Not Covered by DB Utility Work Agreements ............................................................. 14
4-10 DELIVERABLES ............................................................................................................................ 15
APPENDIX A UTILITY REQUIREMENTS ................................................ 4-1
A-1 UTILITY COMPANIES ......................................................................................................................... 4-1
A-2 UTILITY INVENTORY ......................................................................................................................... 4-2
A-2.1 Telecommunications ............................................................................................................... 4-2 A-2.1.1 Verizon Communications Incorporated .................................................................................. 4-2 A-2.1.2 Charter Communications, Inc. ................................................................................................ 4-2 A-2.1.3 Altice USA, Inc. ....................................................................................................................... 4-2 A-2.2 Electric .................................................................................................................................... 4-3 A-2.2.1 Consolidated Edison, Inc. ....................................................................................................... 4-3 A-2.2.2 Port Authority of New York and New Jersey .......................................................................... 4-3 A-2.3 Natural Gas ............................................................................................................................. 4-3 A-2.3.1 National Grid US ..................................................................................................................... 4-3 A-2.4 Water ...................................................................................................................................... 4-3 A-2.4.1 New York City Department of Environmental Protection ....................................................... 4-3 A-2.5 Storm and Sanitary ................................................................................................................. 4-3 A-2.5.1 New York City Department of Environmental Protection ....................................................... 4-3 A-2.6 Other Utilities .......................................................................................................................... 4-3 A-2.6.1 Fire Department of the City of New York – Communications ................................................. 4-3 A-2.7 Utility Service Connections ..................................................................................................... 4-3
A-3 UTILITY RELOCATIONS BY OTHERS ................................................................................................... 4-4
A-3.1 Telecommunications ............................................................................................................... 4-4 A-3.1.1 Verizon Communications Incorporated .................................................................................. 4-4 A-3.1.2 Charter Communications Inc. (Spectrum) .............................................................................. 4-4 A-3.1.3 Altice USA, Inc. ....................................................................................................................... 4-4 A-3.2 Electric .................................................................................................................................... 4-4 A-3.2.1 Consolidated Edison, Inc. ....................................................................................................... 4-4 A-3.2.2 Port Authority of New York and New Jersey .......................................................................... 4-4 A-3.3 Natural Gas ............................................................................................................................. 4-4
New York State Department of Transportation
VAN WYCK EXPRESSWAY (VWE) CAPACITY AND ACCESS IMPROVEMENTS TO JFK
AIRPORT – CONTRACT 2 iii Part 4 - Utility Requirements
PIN X735.83, Contract D900050 Draft April 7, 2020
A-3.3.1 National Grid US ..................................................................................................................... 4-4 A-3.4 Water ...................................................................................................................................... 4-5 A-3.4.1 New York City Department of Environmental Protection ....................................................... 4-5 A-3.5 Storm and Sanitary ................................................................................................................. 4-5 A-3.5.1 New York City Department of Environmental Protection ....................................................... 4-5 A-3.6 Other Utilities .......................................................................................................................... 4-5 A-3.6.1 Fire Department of the City of New York – Communications ................................................. 4-5
A-4 UTILITY RELOCATIONS BY THE DESIGN-BUILDER ............................................................................... 4-5
A-4.1 Telecommunications ............................................................................................................... 4-5 A-4.1.1 Verizon Communications Incorporated .................................................................................. 4-5 A-4.1.2 Charter Communications, Inc. (Spectrum) ............................................................................. 4-5 A-4.1.3 Altice USA, Inc. ....................................................................................................................... 4-5 A-4.2 Electric .................................................................................................................................... 4-6 A-4.2.1 Consolidated Edison, Inc. ....................................................................................................... 4-6 A-4.2.2 Port Authority of New York and New Jersey .......................................................................... 4-6 A-4.3 Natural Gas ............................................................................................................................. 4-6 A-4.3.1 National Grid US ..................................................................................................................... 4-6 A-4.4 Water Mains ............................................................................................................................ 4-6 A-4.4.1 New York City Department of Environmental Protection ....................................................... 4-6 A-4.5 Storm and Sanitary ................................................................................................................. 4-6 A-4.5.1 New York City Department of Environmental Protection ....................................................... 4-6 A-4.6 Other Utilities .......................................................................................................................... 4-6 A-4.6.1 Fire Department of the City of New York – Communications ................................................. 4-6
A-5 DESIGN BUILD UTILITY DOCUMENTS ................................................................................................. 4-6
APPENDIX B NON-PARTICIPATING AGENCIES ................................... 4-1
APPENDIX C PRELIMINARY DB UTILITY WORK AGREEMENTS ........ 4-1
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New York State Department of Transportation
VAN WYCK EXPRESSWAY (VWE) CAPACITY AND ACCESS IMPROVEMENTS TO JFK
AIRPORT – CONTRACT 2 1 Part 4 - Utility Requirements
PIN X735.83, Contract D900050 Draft April 7, 2020
PART 4 - UTILITY REQUIREMENTS
4-1 SCOPE
This Part 4 - Utility Requirements provides information on the Design-Builder's overall
responsibilities as they relate to existing and/or new utilities, the manner in which utilities are to
be protected, relocated, upgraded, constructed or incorporated into the construction, and who will
be responsible for the Work.
The Design-Builder's attention is directed to the fact that during the life of this Contract the owners
and operators of utilities may make changes to their facilities. These changes may be made by
the utility employees or by contract within the Project limits of, or adjacent to, this Contract and
may involve temporary and/or permanent Work(s).
Potential utility conflicts shall be identified by the Design-Builder and brought to the attention of
the Department and utility owners. Reference is made to the New York State Department of
Transportation Highway Design Manual, and NYSDOT Standard Specifications and Construction
Materials and all applicable NYSDOT Standards.
The Design-Builder shall abide by this Part 4. The Design-Builder shall also abide by and fulfill
the requirements related to utility facilities or systems included in other Contract Documents.
This Part 4 applies to existing and proposed underground and overhead utilities.
The Design-Builder shall be responsible to verify all utility information provided and to coordinate
with the utilities regarding any necessary modification to the Preliminary DB Utility Work
Agreements (if provided) based on any new information and any further utility work required
beyond that indicated in the Preliminary DB Utility Work Agreements (if provided).
If the Design-Builder’s design requires additional utility relocations beyond those identified in the
Preliminary DB Utility Work Agreements presented in Appendix C, it is the responsibility of the
Design-Builder to suggest revised Preliminary DB Utility Work Agreements in coordination with
the utility owners and submit the revised Preliminary DB Utility Work Agreements to the
Department for approval.
At points where the Design-Builder’s operations are adjacent to utilities, damage to which might
result in considerable expense, loss, or inconvenience, Work shall not begin until all arrangements
necessary for the protection thereof have been made by the Design-Builder and the utility owner.
The Design-Builder shall cooperate with all utility owners (including owners of underground or
overhead utility lines and owners of utilities attached to existing Department structures) in their
removal and rearrangement operations in order that these operations may progress in a
reasonable manner, that duplication of rearrangement Work may be reduced to a minimum, and
that services rendered by those parties will not be unnecessarily interrupted. See also DB §107-
07 addressing Work near underground facilities.
New York State Department of Transportation
VAN WYCK EXPRESSWAY (VWE) CAPACITY AND ACCESS IMPROVEMENTS TO JFK
AIRPORT – CONTRACT 2 2 Part 4 - Utility Requirements
PIN X735.83, Contract D900050 Draft April 7, 2020
4-2 GENERAL
The Department’s interaction with Utilities located within the Highway Right Of Way (ROW) is
governed by 17 NYCRR (Official Compilation of Codes, Rules and Regulations of the State of
New York) Part 131.
The Department has notified all Utilities, pipeline owners, or other parties who seemingly are
affected by the proposed construction based on the preliminary design plans and endeavor to
have Preliminary DB Utility Work Agreements executed with potentially affected Utilities prior to
the Award of the Contract.
The Design-Builder, in coordination with the Department’s Project Manager (or his designee),
shall meet with all the affected Utility owners or operators for the purpose of discussing the effect
on the utility facilities and to agree on a plan to maintain, protect, relocate, reinstall, or other action
that may be necessary for the work to progress.
Reference is made to General Obligations Law §11-102 which concerns the liability of a Utility for
compensation for damages caused by interference with and/or delay of progress of work under a
State public construction contract.
4-2.1 Utility Coordination
The Design-Builder shall coordinate its design and construction efforts with utility owners as set
forth in Part 2 - General Provisions of the Contract. All design and construction work performed
by the Design-Builder shall be coordinated with the utility owners, and shall be subject to the
Preliminary DB Utility Work Agreements, utility standards and applicable provisions of the
Contract Documents.
The Design-Builder shall notify the Department at least five working days in advance of each
meeting with a utility owner's representative scheduled by the Design-Builder and shall allow the
Department the opportunity to participate in each meeting. The Design-Builder shall also provide
the Department with copies of all correspondence between the Design-Builder and any utility
owner, within seven days after receipt or sending, as applicable.
4-2.2 Utility Coordination Manager
The Design-Builder shall utilize a single dedicated person responsible for managing all utility
coordination. This person shall be referred to as the Utility Coordination Manager. The Design-
Builder’s Utility Coordination Manager shall be responsible for managing all utility coordination,
including, but not limited to, the following:
A) Ensuring that all utility coordination and activities are conducted in accordance with the
requirements of the Contract Documents;
B) Identifying all existing utilities and coordinating any new utility installations;
New York State Department of Transportation
VAN WYCK EXPRESSWAY (VWE) CAPACITY AND ACCESS IMPROVEMENTS TO JFK
AIRPORT – CONTRACT 2 3 Part 4 - Utility Requirements
PIN X735.83, Contract D900050 Draft April 7, 2020
C) Reviewing Department prepared proposed utility permit application packages and
commenting on each permit application as related to the Design-Builder’s utility relocation
drawings;
D) Attending utility meetings, preparing and distributing minutes of all utility meetings, and
ensuring expedient follow-up on all unresolved issues;
E) Distributing all plans, conflict matrixes and changes that affect utility owners and making sure
this information is properly coordinated;
F) Coordinating the execution and performance of Work required for any utility Work needed
within the Project;
G) Preparing and coordinating the execution of Final DB Utility Work Agreements between the
Design-Builder, Department, and utility owners;
H) Assisting with the resolution of utility conflicts;
I) Providing periodic Project updates to the Department’s Project Manager as requested; and
J) Coordination with the Department on any issues that arise concerning reimbursement of
utility work costs.
4-2.3 Utility Relocation Design
The Responsibility for design of relocations covered by a DB Utility Work Agreement (DB-HC140)
shall be as set forth in each such DB Utility Work Agreement. The DB Utility Work Agreements
shall allocate responsibility for the design of utility relocations that are subject to such DB Utility
Work Agreements. The Design-Builder shall clearly indicate the allocation of responsibility for the
design of utility relocations on the Utility Relocation Plans.
4-2.4 Scheduling Utility Relocation Work
The Design-Builder shall allow in its Baseline Progress Schedule and monthly updates, the time
required for utility owners to accomplish the tasks and activities for which they are responsible,
as specified in the Preliminary DB Utility Work Agreements (if applicable), Relocation Plans, and
in this Part 4.
4-2.5 Utility Design and Construction Constraints
All utilities (whether designed and/or constructed by the Design-Builder or the utility owner) within
the Project Limits that are to be newly installed temporarily or permanently, relocated or upgraded
shall be placed in accordance with the NYSDOT's utility regulations and policies, unless otherwise
approved by the Department.
New York State Department of Transportation
VAN WYCK EXPRESSWAY (VWE) CAPACITY AND ACCESS IMPROVEMENTS TO JFK
AIRPORT – CONTRACT 2 4 Part 4 - Utility Requirements
PIN X735.83, Contract D900050 Draft April 7, 2020
For each relocation, or installation, the Design-Builder, in coordination with the utility owner, shall
be responsible for verifying that the relocated utility, as designed and constructed, is compatible
with and interfaces properly with the Project. The Design-Builder shall be responsible for
protecting any and all utilities that must be protected in order to permit construction of the Project.
4-2.6 Standard of Care Applicable to Utility Work
The Design-Builder shall be responsible for complying with 16 NYCRR Part 753 ("Part 753"), and
requesting mark outs for utilities that are not members of the One Call System as defined in Part
753. A list of known utility operators that are not members of the One Call System with facilities
within the Project area is included in Appendix B. The Design-Builder shall carry out its work
carefully, and skillfully, and shall support and secure utilities so as to avoid damage and keep
them satisfactorily maintained and functional. The Design-Builder shall not move or remove any
utility without the utility owner's written consent unless otherwise directed by the Department.
The Design-Builder shall be responsible for the cost of repair of any utilities damaged by the
Design-Builder. In the event of any such damage, the Design-Builder shall notify the affected utility
owners and the Department, and shall enter into an agreement with such utility owner allocating
responsibility for design and construction of any such repairs, and the schedule for completing
the repairs. All such repairs made by the Design-Builder shall be performed in a good and
workmanlike manner. If the utility owner undertakes the repairs and the Design-Builder fails to
make any required payment within 30 days after the repairs have been completed and the Design-
Builder's receipt of the utility owner's invoice therefore, the Department will have the right to pay
the utility owner from the Department's funds and/or deduct an amount sufficient to cover the cost
from any moneys due or that may become due the Design-Builder under this Contract.
The Design-Builder shall include provisions for its obligations with respect to utilities in its Quality
Control Plan.
4-2.7 Coordination with Utility Owners
The Design-Builder shall make diligent effort to obtain the cooperation of each utility owner as
necessary for the project. If the Design-Builder becomes aware that a utility owner is not
cooperating in providing needed work or approvals, the Design-Builder shall notify the Department
immediately of such problem. After such notice, the Design-Builder shall continue to diligently
seek to obtain the utility owner's cooperation, and the Department and Design-Builder each shall
assist the other party as reasonably requested by such other party with regard to the problem.
4-3 AFFECTED UTILITIES
4-3.1 Design-Builder's Responsibilities
With respect to utilities for which the Department has identified a specific utility owner and conflict,
the Design-Builder's responsibilities shall include:
New York State Department of Transportation
VAN WYCK EXPRESSWAY (VWE) CAPACITY AND ACCESS IMPROVEMENTS TO JFK
AIRPORT – CONTRACT 2 5 Part 4 - Utility Requirements
PIN X735.83, Contract D900050 Draft April 7, 2020
A) Verifying utility locations;
B) Identifying potential conflicts not previously identified;
C) Coordinating and/or designing/constructing utility relocations and/or new utilities and the
protection of existing utilities in accordance with this Part 4 and any additional requirements
of the utility owner(s) as set forth in the relevant Preliminary DB Utility Work Agreement(s)
included in Appendix C hereto; and
D) Preparing and coordinating the execution of Final DB Utility Work Agreements between the
Design-Builder, Department, and utility owners.
With respect to any unknown utilities that are subsequently identified by the Design-Builder, the
Design-Builder shall be responsible for identifying the ownership of each facility or line identified
which requires either relocation or protection, and for all those responsibilities set forth in A
through D, above; provided, however, that with respect to item C, the Design-Builder shall be
responsible for negotiating and entering into a DB Utility Work Agreement with the Department
and the Utility Owner for such previously unknown utilities and/or utilities for which no owner had
been previously identified, and the Design-Builder's responsibilities in item C shall apply with
respect to each such DB Utility Work Agreement.
4-4 COORDINATION REQUIREMENTS
The Design-Builder shall make diligent effort to obtain the cooperation of each utility owner as
necessary for the Project. If the Design-Builder becomes aware that a utility owner is not
cooperating in providing needed work or approvals, the Design-Builder shall notify the Department
immediately of such situation. After such notice, the Design-Builder shall continue to diligently
seek to obtain the utility owner's cooperation, and the Department and Design-Builder each shall
assist the other party as reasonably requested by such other party with regard to the situation.
The Design-Builder shall provide information as required and maintain close coordination with the
Department and utility owners to achieve timely relocations, new installations and new service
connections necessary as part of the Design-Builder's design and construction.
4-4.1 Prior Department Actions
The Department has coordinated its efforts with all known utility owners and has:
A) Developed a contact list;
B) Identified potential utility conflicts; and
C) Developed Preliminary DB Utility Work Agreements as set forth in Appendix C hereto.
New York State Department of Transportation
VAN WYCK EXPRESSWAY (VWE) CAPACITY AND ACCESS IMPROVEMENTS TO JFK
AIRPORT – CONTRACT 2 6 Part 4 - Utility Requirements
PIN X735.83, Contract D900050 Draft April 7, 2020
4-4.2 Design Builder's Coordination Requirements
The Design-Builder shall be responsible for coordination with utility owners. It is important that
Utility Owners be kept informed of the Design-Builder's activities and schedule. In addition to
satisfying any requirements set forth in applicable Governmental Rules and Standards, including
but not limited to Part 753, the One-Call notification requirements referenced in DB § 107-07, and
in any DB Utility Work Agreements that may have been executed, the Design-Builder shall
undertake the following activities, which have been identified by the Department as important to
utility owners:
A) Keep utility owners well informed of construction schedules and notify the utility owners at
least twenty-four hours in advance of any work in the vicinity of the utility owners' facilities,
that will not impact service;
B) Keep utility owners well informed of changes that affect their facilities;
C) In addition to any required notice, give the utility owners a minimum of 48 hours notice of
potential impacts to service, unless longer notification times are specified elsewhere in this
Part 4 or any DB Utility Work Agreements that may have been executed;
D) Ensure utility owners are involved in making the decisions that affect their own facilities and
services;
E) Cooperate with the utility owners to solve relocation/installation issues to the extent that such
relocations/installations are consistent with the Design-Builder's Scope of Work as otherwise
set forth in the Contract Documents and without causing the Department to incur any
unnecessary expense to the Project, or causing the utility owners to incur unnecessary
expense;
F) Act diligently in continuing the positive relationship that the Department has developed with
the utility owners; and
G) Coordinate with those utility owners who perform their own work by scheduling adequate
time to accomplish their work.
In the event of interruption to utility services as a result of accidental breakage or as a result of
being exposed or unsupported, the Design-Builder shall promptly notify the proper authority
regarding the restoration of service. If any essential service (including water, gas, electric fiber-
optic, cable, telephone or other utility) is interrupted, the Design-Builder shall provide continuous
repair Work until the service is restored. No Work shall be undertaken around fire hydrants until
provision for service has been approved by the local fire authority.
New York State Department of Transportation
VAN WYCK EXPRESSWAY (VWE) CAPACITY AND ACCESS IMPROVEMENTS TO JFK
AIRPORT – CONTRACT 2 7 Part 4 - Utility Requirements
PIN X735.83, Contract D900050 Draft April 7, 2020
4-4.3 Design Reviews
The Design-Builder shall invite affected utility owners to participate in all pertinent Design-
Builder's and Department's Design Reviews (see Part 3, Section 5).
Some utility owners may design and/or construct any required utility relocations and revisions for
their utilities. The Design-Builder shall be required to incorporate these utility designs into its own
design prior to the Design Review.
4-4.4 Meetings and Coordination
The Design-Builder shall schedule meetings with each utility owner, the Design-Builder and the
Department. These meetings are for the purpose of reviewing all items related to the utility Work,
including all items which affect the Baseline Progress Schedule, the time required to procure
construction material and the period of time utility service may be curtailed. These meetings will
also be used to reach concurrence on the number and extent of known affected utility lines or
issues, to discuss the possible elimination of conflicts, to establish the methods to be used at
each specific location and procedures for addressing conflicts discovered during design and/or
construction.
The Design-Builder shall jointly schedule at least monthly utility meetings with the Department or
their duly authorized representative to discuss project progress, issues, and planned work for all
phases of utility work including design and construction. These meetings shall include the Design-
Builder's and the Department's personnel with responsibilities for utilities. The Design-Builder and
the Department will jointly develop the agenda for these meetings. The Design-Builder shall be
responsible for providing meeting facilities unless otherwise agreed. The Design-Builder shall
keep minutes of the coordination meetings and distribute copies of the minutes to participants,
including representatives of utility owners (even if not present) who have facilities in the areas
reviewed, within five working days after the meeting date.
4-5 STANDARDS AND REFERENCES
The Design-Builder shall perform the utility work in accordance with the Contract Requirements,
including this Part 4, the applicable Standards, Codes and Manuals listed in Part 3 – Project
Requirements and the standards required by the various utility companies affected by the work.
The Design-Builder shall obtain clarification of any unresolved ambiguity prior to proceeding with
design or construction.
The Department will make available to the Design-Builder upon request all information obtained
from utilities, pipeline owners, and other parties that the Department has notified concerning the
proposed construction. Such information will be considered Reference Documents.
New York State Department of Transportation
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AIRPORT – CONTRACT 2 8 Part 4 - Utility Requirements
PIN X735.83, Contract D900050 Draft April 7, 2020
4-6 DESIGN BUILDER RESPONSIBILITIES
The Design-Builder shall be responsible for coordinating its design and construction work with
utility work as indicated herein, consistent with and subject to the terms and conditions set forth
in DB §104.
The Design-Builder shall identify and resolve all utility conflicts, and shall coordinate the
construction, relocation, removal and/or protection of each affected utility with the applicable utility
owner. If the Design-Builder discovers utilities not identified in Appendix A of this Part 4 that are
affected by the construction, the Design-Builder shall immediately suspend construction
operations at the site affected by such utility and shall notify the Department within 24 hours of
discovery of such previously unknown utilities. The Design-Builder and the Department shall
cooperate in identifying and notifying the utility owner.
4-6.1 Cost of Temporary Relocations
The Design-Builder shall be responsible for the cost of temporary utility relocations, including the
cost of obtaining temporary easements, necessary to accommodate its own construction
operations and/or methods, other than temporary relocations that are necessary for the
construction of the Project permanent works.
4-6.2 Relocation Permits
Where the Design-Builder is performing utility relocation construction Work, the Design-Builder
shall obtain utility permits, roadway permits and work permits and comply with all applicable utility
regulations. If the Design-Builder has reasonable cause to believe that a utility owner does not
have necessary approvals, or is in violation of the approvals, the Design-Builder shall notify the
Department immediately after discovery.
4-6.3 Point of Contact
The Design-Builder shall coordinate, cooperate and work with the contact person designated by
the utility owner. Table A-1 in Appendix A of this Part 4 presents contact details by utility owner.
4-6.4 Instructions and Authorizations
The Design-Builder shall be responsible for obtaining specific written instructions and
authorization from the utility owner, for any design or construction the Design-Builder performs on
behalf of the utility owner, and for verifying that they are consistent and compatible with the
Design-Builder's design.
New York State Department of Transportation
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AIRPORT – CONTRACT 2 9 Part 4 - Utility Requirements
PIN X735.83, Contract D900050 Draft April 7, 2020
4-6.5 Verification of Utility Locations and Marking of Locations in the Field
The Design-Builder shall be responsible for verifying the exact location of each affected utility on
the Project regardless of the information that has been provided by the Department or the utility
owner.
The Design-Builder shall comply with NYCRR 16 Part 753 to mark utility locations.
4-6.6 Components of Utilities
The Design-Builder shall consider necessary appurtenances to each utility facility (such as the
utility source, guide poles, feeder service lines, supports, etc.) as part of the utility.
4-6.7 Utility Owner's Right to Inspect
The utility owner has the right to inspect the work on its facilities that is to be performed by the
Design-Builder.
4-6.8 Design-Builder-Caused Changes to Utility Owner Work
If the utility owner maintains responsibility for the design and/or construction and the Design-
Builder revises the conditions, the Design-Builder shall be responsible for the costs and schedule
delays related to the change.
4-6.9 Abandoned Utilities
Unless otherwise directed by the Department, and the utility owners, the Design-Builder shall
remove abandoned utilities and utilities proposed for abandonment within the New York State
Department of Transportation's Right Of Way. Any work to remove or abandon in place any utilities
shall be considered “Incidental Utility Work” and subject to the provisions of DB §104-04.B.7(e).
4-6.10 Quality Control
The Design-Builder shall provide Quality Control for all the utility relocation work, performed by
the Design-Builder, in accordance with Part 3, Sections 5 and 6.
4-6.11 Changes to Design
All changes to designs that have received the Department's or utility owner's consultation and
written comment and/or utility owner’s approval shall be dealt with in accordance with Part 3,
Section 5, including obtaining the Department's and utility owner's consultation and written
comment and/or approval for the change.
New York State Department of Transportation
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AIRPORT – CONTRACT 2 10 Part 4 - Utility Requirements
PIN X735.83, Contract D900050 Draft April 7, 2020
4-6.12 Design-Builder Design and/or Construction
The Design-Builder shall be responsible for the utility relocation design and/or construction as
provided in Part 2 - General Provisions. The Utility Work set forth in Appendix A and the
Preliminary DB Utility Work Agreements set forth in Appendix C (if any) indicate the allocation of
responsibility between the Design-Builder and the identified utility owners for relocation design
and/or construction of the utility facilities. Subject to Part 2 - General Provisions, Design-Builder
is responsible for all relocation costs and the Contract Price includes the price for such Work.
4-6.13 Design Review
The Design-Builder shall submit its utility relocation plans to the Department's Design Quality
Assurance Engineer and to the utility owner for work performed by the Design-Builder, for
consultation and written comment. See also Part 3, Section 5.
4-6.14 Construction Record
The Design-Builder shall maintain a record of the design and construction activities of all utility
facilities that have been performed by the Design-Builder, and have been designed and released
for construction after Notice to Proceed. Individual files shall include a record of the following
information:
A) Design Plans that have been reviewed by the utility owner and received consultation and
written comment by the Department;
B) Notification of construction dates;
C) Record of meetings with utility owner;
D) Signature of utility owner inspector on Design Plans (optional);
E) Record of utility owner inspector present at any time;
F) Any revisions to the Design Plans;
G) Dates of construction completion;
H) All other as-built requirements stipulated in this Part 4;
I) Any executed Final DB Utility Work Agreements (three-party agreements).
4-6.15 Utility Damage Reports
In the event that the Design-Builder damages an existing utility, the Design-Builder shall complete
a utility damage report within 24 hours of damage and submit it to the Department. The Design-
Builder shall report any utility facilities damaged immediately to the utility owner and the
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Department. The Design-Builder is responsible for developing a utility damage report form to use
in the event a utility is damaged. The report shall be submitted to the Department's Project
Manager. The following information shall be included:
A) Utility Damage Information
1. Exact location;
2. Date and time of incident;
3. Date and time reported;
4. The weather the day of incident;
5. Description of the incident;
6. Who the damage was reported to;
7. Who the damage was repaired by;
8. Representative digital color photographs.
B) Utility Owner Information
1. Utility owner;
2. Utility owner contact;
3. Time utility owner was contacted.
C) Locator Information
1. Locator service;
2. Date of locate request;
3. Locate expiration date;
4. Locate log number;
5. If damaged utility line was marked;
6. Distance from damage to mark.
D) Design-Builder Information
1. Name of supervisor;
2. Name of foreman;
3. Name of witness.
E) Signatures
1. Design-Builder's supervisor;
2. Utility owner;
3. Locator service.
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4-6.16 Protection of Utility Facilities
The Design-Builder shall prepare a protection plan for all utility facilities to be left in place and
protected. The Design-Builder shall also obtain written approval of the plan from each utility owner
of the specific facility to be protected.
4-6.17 Utility Relocation Master Plan
The Design-Builder shall coordinate with the utilities to prepare a utility relocation master plan
after the Design Builder has advanced the Project design sufficiently to clearly define utility
impacts. The Design Builder shall update the plan at least quarterly throughout the duration of the
Contract. Updates shall be submitted to the Department for consultation and written comment.
4-6.18 Betterments
The Preliminary DB Utility Work Agreements set forth in Appendix C, if any, address any
Betterments that have been agreed to by the Department and utility owners whose facilities are
subject to a DB Utility Work Agreement.
If the Department agrees to the addition of any Betterments to the Work with respect to facilities
covered by the DB Utility Work Agreements, the Department will issue a Change Order pursuant
to DB §104-02 with respect thereto. The Design-Builder shall not be entitled to an increase in the
Contract Price with respect to any Betterments except as allowed under DB §104-04.B.3 and this
DB §104-04.B.4.
If any utility owners whose facilities are subject to a Preliminary DB Utility Work Agreement
request that the Design-Builder design or construct Betterments that are not addressed in the
relevant Preliminary DB Utility Work Agreement, the Design-Builder shall be solely responsible
for any Betterments that the Design-Builder agrees to provide that are not addressed in the
relevant Preliminary DB Utility Work Agreement. Some utility owners with whom the Design-
Builder and the Department will be entering into a DB Utility Work Agreement may request
Betterments to their facilities as a result of required relocations of their lines. The costs of any
such Betterments shall be resolved between the Department, the Design-Builder and the utility
owners in their respective DB Utility Work Agreements. The forms of DB Utility Work Agreements
attached hereto as Appendix C, if any, provide a template provision addressing agreed upon
Betterments. The Department shall have no responsibility, actual or implied, with respect to any
Betterments, and all Betterments shall be subject to the Department's permitting process.
4-7 DESIGN AND APPROVAL OF THE UTILITY RELOCATION PLANS
After the Design-Builder has advanced the Project design sufficiently to clearly define utility
impacts, the Utility Relocation Plans shall be prepared by the Design-Builder. If the utility owner
is preparing the design, the Design-Builder and the Department shall review the Utility Relocation
Plans to be sure that they are consistent with the Design-Builder's design. Upon review by the
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utility owner and the Design-Builder, and consultation and written comment by the Department,
the utility relocations may be constructed. Any subsequent revisions to the Utility Relocation Plans
will require the review of the affected utility owner and the Department's consultation and written
comment.
4-8 SUBMITTALS
4-8.1 Design
All design work shall be coordinated between the utility owners and the Design Builder. If the
relocation plans are to be developed by the Design-Builder, the Design-Builder shall furnish to the
Department prior to the start of construction of each utility relocation, Utility Relocation Plans and
Project Specifications completed to the levels of design and stages of design development and
reviewed and certified per Part 3, Section 5.
Designs prepared by the utility owner shall be reviewed and approved by the Design-Builder and
receive the Department's consultation and written comment, for consistency and compatibility with
the Design-Builder's design. Prior to construction, the Department will review all designs, whether
by the Design-Builder or the utility owner.
4-8.2 Construction
The Design-Builder shall provide two sets of As-Built Utility Relocation Plans to the Department
and each utility owner for utility relocation work constructed by the Design-Builder. The Design-
Builder should also reflect in the As-Built plans any work that is performed by the utility companies
within the project limits. The As-Built Utility Relocation Plans shall comply with As-Built
requirements stipulated in the Department's Utility Standards and shall include any utilities
abandoned and not removed. The As-Built Utility Relocation Plans shall be part of the Project As-
Built Plans.
4-9 DB UTILITY WORK AGREEMENTS
4-9.1 General
If Preliminary DB Utility Work Agreements have been executed, they will be identified in Part 4 –
Utility Requirements.
Utilities which may be impacted by the Project have been identified in Part 4 – Utility
Requirements.
If Preliminary DB Utility Work Agreements have not been executed and included in the Contract
Documents, the Department, in conjunction with the Design-Builder, shall negotiate with each
affected utility for Relocation of the utility’s facilities after Award and enter into a DB Utility Work
Agreement. The Design-Builder agrees to cooperate as reasonably requested by the Department
in pursuing and executing DB Utility Work Agreements after Award, including attendance at
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negotiation sessions and review of DB Utility Work Agreements. The Department and the Design-
Builder shall exercise due diligence and good faith efforts in coming to an agreement with each
affected utility. Each DB Utility Work Agreement shall be executed by the Department, the Design-
Builder and the Utility Owner. The Design-Builder shall remain responsible for the coordination
between itself and the utility owner after DB Utility Work Agreements have been executed in order
to maintain the Project schedule.
Issues to be addressed in the DB Utility Work Agreements may include the following:
A) Responsibility for design and/or construction of the relocations;
B) Design requirements and construction specifications;
C) Betterments, including the approach to determining whether an item is a betterment;
D) Notifications to the involved parties;
E) Review of designs and/or cost estimates by the Utility or the Design-Builder, including
timeliness;
F) Emergency response actions and timing;
G) Limitations on timing of construction or interruption of service;
H) Damage repair;
I) Inspections and testing by the Utility and/or Design-Builder;
J) Approvals (including provisions for early start of construction); and
K) Payment for relocation.
If a utility owner requests the Design-Builder to design and/or construct a Betterment, or advises
the Design-Builder that the utility owner intends to design and construct a Betterment, the Design-
Builder shall promptly analyze the impact of such Betterment on the Baseline Progress Schedule
and notify the Department if it appears the Betterment may affect the Critical Path. The Design-
Builder shall use its best efforts to negotiate arrangements with the utility owner that avoid
potential Critical Path impacts.
4-9.2 Utilities Not Covered by DB Utility Work Agreements
If public or private utility lines or pipelines or other appurtenances are encountered during the
course of the Work, which may be impacted by the Work, and which are not covered by an existing
DB Utility Work Agreement, the Design-Builder shall immediately suspend construction operations
at the site of the utility in question. The Design-Builder shall then provide the Department with a
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written assessment of the potential impacts to the Utilities and Contract Work, including options,
time impacts, schedule impacts, and a proposed action plan. Construction Operations at the site
of the utility in question shall remain suspended until such time that the Department and utility
owner negotiate an agreement for the required action, or the Department provides written
authorization allowing work to proceed without such an agreement. Subject to DB §104-04.B.1,
the Design-Builder will not be allowed adjustments for delays or extra expense with respect to
any such suspension.
4-10 DELIVERABLES
Unless otherwise indicated, all deliverables shall be submitted in both electronic format and
hardcopy format. Acceptable electronic formats include Microsoft Word®, Microsoft Excel®,
Bentley MicroStation version V8, or searchable portable document format (PDF) files, unless
otherwise indicated.
At a minimum, the Design-Builder shall submit the items listed in Table 4.9-1 to the Department.
Table 4.9-1 – Deliverables
Deliverable Number of Copies
Submittal Schedule Hardcopy Electronic
Utility Tracking Report 3 1 (PDF) Weekly until Physical Completion.
Utility Design Sheet 3 1 (PDF) Two days prior to initial meeting with utility owner
DB Utility Work
Agreements
2 1 (PDF) Seven days after construction of the utility
identified
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APPENDIX A UTILITY REQUIREMENTS
The Department has reviewed the Project limits and has made a preliminary assessment of which
utility facilities located within the Project limits may be impacted by the Project
The Department has conducted advanced utility coordination with the utility companies listed
below.
A-1 UTILITY COMPANIES
Table A-1 lists the utility companies with facilities located on, under or above the Project roadways
and/or structures:
Table A-1 Utility Contacts
Utility Owner Contact Contact # E Mail
Verizon New York,
Inc.
Mr. Rohan
Eccles, P.E. –
Pre-Engineering,
Project Manager
516-758-3742 [email protected]
Consolidated
Edison, Inc.
Mrs. Dennisse
Agugliaro –
Engineering
Supervisor
646-874-2354 [email protected]
National Grid Gas Mr. Justin Yip –
Operations
Supervisor
347-633-5251 [email protected]
New York City
Department of
Environmental
Protection
Mr. Guo Zhan
Wu, P.E. – Chief,
Regulatory
Review
718-595-5191 [email protected]
Calpine
Corporation
Mr. Michael O-
Brien – General
Plant Manager
718-955-0547 [email protected]
Fire Department
City of New York –
Bureau of Facilities
Management, Plant
Operations
Engineering Unit
Mr. Nicholas
Varone – Liaison
to Engineering
718-281-3846 [email protected]
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Altice USA, Inc. Mr. Al Clark –
Director, Bronx
Construction
Operations
718-861-7382 [email protected]
MCI
Communications,
Inc.
Mr. Howard Tran
– Global
Transport
Engineering &
Implementation
212-547-5913 [email protected]
Charter
Communications,
Inc.
Mr. John Piazza
– Construction
Manager –
Municipal
Interference
718-888-4261 [email protected]
A-2 UTILITY INVENTORY
The types, sizes and approximate locations of utilities present in the immediate Project area are
described below.
A-2.1 Telecommunications
A-2.1.1 Verizon Communications Incorporated
Refer to Verizon Communications Incorporation NYSDOT Preliminary HC-140 utility work
agreement found in Appendix C of this document.
A-2.1.2 Charter Communications, Inc.
Refer to Charter Communications, Inc. (Spectrum) NYSDOT Preliminary HC-140 utility work
agreement found in Appendix C of this document.
A-2.1.3 Altice USA, Inc.
Refer to Altice USA, Inc. NYSDOT Preliminary HC-140 utility work agreement found in Appendix
C of this document.
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A-2.2 Electric
A-2.2.1 Consolidated Edison, Inc.
Refer to Consolidated Edison, Inc. NYSDOT Preliminary HC-140 utility work agreement found in
Appendix C of this document.
A-2.2.2 Port Authority of New York and New Jersey
Refer to Port Authority of New York and New Jersey NYSDOT Preliminary HC-140 utility work
agreement found in Appendix C of this document.
A-2.3 Natural Gas
A-2.3.1 National Grid US
Refer to National Grid US NYSDOT Preliminary HC-140 utility work agreement found in Appendix
C of this document.
A-2.4 Water
A-2.4.1 New York City Department of Environmental Protection
Refer to New York City Department of Environmental Protection NYSDOT Preliminary HC-140
utility work agreement found in Appendix C of this document.
A-2.5 Storm and Sanitary
A-2.5.1 New York City Department of Environmental Protection
Refer to New York City Department of Environmental Protection NYSDOT Preliminary HC-140
utility work agreement found in Appendix C of this document.
A-2.6 Other Utilities
A-2.6.1 Fire Department of the City of New York – Communications
Refer to New York City Department of Environmental Protection NYSDOT Preliminary HC-140
utility work agreement found in Appendix C of this document.
A-2.7 Utility Service Connections
This section is not used.
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A-3 UTILITY RELOCATIONS BY OTHERS
The Design-Builder shall be aware that all time frames for utility relocation work presented in this
section are approximate and are predicated on the assumption of a single relocation to the new,
permanent utility locations. Should the Design-Builder’s design, means and methods require
interim utility relocations, the Design-Builder shall be responsible for coordinating with the affected
utilities to determine the time frames required for any and all interim relocations.
A-3.1 Telecommunications
A-3.1.1 Verizon Communications Incorporated
Refer to Verizon Communications Incorporation NYSDOT Preliminary HC-140 utility work
agreement found in Appendix C of this document.
A-3.1.2 Charter Communications Inc. (Spectrum)
Refer to Charter Communications, Inc. (Spectrum) NYSDOT Preliminary HC-140 utility work
agreement found in Appendix C of this document.
A-3.1.3 Altice USA, Inc.
Refer to Altice USA, Inc. NYSDOT Preliminary HC-140 utility work agreement found in Appendix
C of this document.
A-3.2 Electric
A-3.2.1 Consolidated Edison, Inc.
Refer to Consolidated Edison, Inc. NYSDOT Preliminary HC-140 utility work agreement found in
Appendix C of this document.
A-3.2.2 Port Authority of New York and New Jersey
Refer to Port Authority of New York and New Jersey NYSDOT Preliminary HC-140 utility work
agreement found in Appendix C of this document.
A-3.3 Natural Gas
A-3.3.1 National Grid US
Refer to National Grid US NYSDOT Preliminary HC-140 utility work agreement found in Appendix
C of this document.
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A-3.4 Water
A-3.4.1 New York City Department of Environmental Protection
Refer to New York City Department of Environmental Protection NYSDOT Preliminary HC-140
utility work agreement found in Appendix C of this document.
A-3.5 Storm and Sanitary
A-3.5.1 New York City Department of Environmental Protection
Refer to New York City Department of Environmental Protection NYSDOT Preliminary HC-140
utility work agreement found in Appendix C of this document.
A-3.6 Other Utilities
A-3.6.1 Fire Department of the City of New York – Communications
Refer to New York City Department of Environmental Protection NYSDOT Preliminary HC-140
utility work agreement found in Appendix C of this document.
A-4 UTILITY RELOCATIONS BY THE DESIGN-BUILDER
The Design-Builder shall be responsible for coordinating the relocation of all utility services which
are impacted by the Project, including the maintenance and protection of those utilities not listed
below, participation in all meetings, preparing minutes of meetings, performing plan reviews,
ground preparation, performing survey and markout required for utility relocations as well as
excavating test pits as necessary to facilitate resolution of design utility conflict tables to final
conflict resolution tables. The following sections describe the anticipated Work to be performed
and coordination required with each utility owner.
A-4.1 Telecommunications
A-4.1.1 Verizon Communications Incorporated
Describe any telephone/telecom work for which the Design-Builder will be responsible.
A-4.1.2 Charter Communications, Inc. (Spectrum)
Refer to Charter Communications, Inc. (Spectrum) NYSDOT Preliminary HC-140 utility work
agreement found in Appendix C of this document.
A-4.1.3 Altice USA, Inc.
Refer to Altice USA, Inc. NYSDOT Preliminary HC-140 utility work agreement found in Appendix
C of this document.
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A-4.2 Electric
A-4.2.1 Consolidated Edison, Inc.
Refer to Consolidated Edison, Inc. NYSDOT Preliminary HC-140 utility work agreement found in
Appendix C of this document.
A-4.2.2 Port Authority of New York and New Jersey
Refer to Port Authority of New York and New Jersey NYSDOT Preliminary HC-140 utility work
agreement found in Appendix C of this document.
A-4.3 Natural Gas
A-4.3.1 National Grid US
Refer to National Grid US NYSDOT Preliminary HC-140 utility work agreement found in Appendix
C of this document.
A-4.4 Water Mains
A-4.4.1 New York City Department of Environmental Protection
Refer to New York City Department of Environmental Protection NYSDOT Preliminary HC-140
utility work agreement found in Appendix C of this document.
A-4.5 Storm and Sanitary
A-4.5.1 New York City Department of Environmental Protection
Refer to New York City Department of Environmental Protection NYSDOT Preliminary HC-140
utility work agreement found in Appendix C of this document.
A-4.6 Other Utilities
A-4.6.1 Fire Department of the City of New York – Communications
Refer to New York City Department of Environmental Protection NYSDOT Preliminary HC-140
utility work agreement found in Appendix C of this document.
A-5 DESIGN BUILD UTILITY DOCUMENTS
The Design-Builder shall provide documentation regarding the coordination and locations of the
impacted utilities to the Department’s Project Manager, and the Department’s Project Manager
shall coordinate with Regional Utility Engineer. The required documents are: utility
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conflict/resolution table with proposed locations, utility plans, and Special Note of Utility
Coordination.
The documentation shall be used to secure the Final DB Utility Work Agreements (DB-HC140)
with each impacted utility company and any required Municipal Agreements.
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APPENDIX B NON-PARTICIPATING AGENCIES
The Design-Builder shall be aware that the following agencies which are not participants in the
One-Call System may have facilities located within the project limits:
• The New York State Department of Transportation
• Metropolitan Transportation Authority
• New York City Department of Transportation
Contact information, known facilities, and required lead times are indicated in the Table B-1 on
the following page. The Design-Builder shall contact each of these agencies to obtain mark-outs
of their facilities.
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Table B - 1: Contact Information for Non-Participating Agencies
Agency Callout
Contact Contact PH# Contact E-mail Known Facilities
Required
Lead Time
for mark out
New York
State
Department
of
Transportati
on
Rajendra Amin 718-482-4734 [email protected] NYCDOT ITS 7 days
minimum
Metropolitan
Transportati
on Authority
(MTA)
Jesse
Heimowitz 718-558-3764 [email protected] Long Island Railroad
7 days
minimum
New York
City
Department
of
Transportati
on
Edward
Campbell 212-839-9643 [email protected]
Street Lights, Traffic
Signals
7 days
minimum
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APPENDIX C PRELIMINARY DB UTILITY WORK AGREEMENTS
The work described in this Appendix C (if provided) includes known relocation(s) and other utility
work required to remove known interference(s) with Project elements. The Design-Builder shall
design, locate, and construct the Work in accordance with utility provider(s) details as detailed in
this Appendix C (if provided). The Design-Builder shall consider providing, where possible and if
applicable, a common trench in which to construct the utilities in accordance with the utility
providers' requirements. The Design-Builder shall determine the location of any and all
trenches relevant to the requirements of the Design-Builder's design, as applicable. The Design-
Builder shall include in its Baseline Project Schedule appropriate time as required for all utilities
work. The Design-Builder shall comply with the Work Zone Traffic Control requirements
contained in Part 3 of the Contract Documents at all times when performing the work described
herein.
Any Agreements provided in this Appendix are Preliminary and are between the Department and
utility owner(s). The Design-Builder is expected to coordinate with any and all affected utility
owner(s) and the Department to negotiate and execute 3-party Final Utility Work Agreements
between the Design-Builder, utility owner(s), and Department.
HC-140 (X/X) NEW YORK STATE DEPARTMENT OF TRANSPORTATION REF. #1A
PG. 1 OF 6 PRELIMINARY UTILITY WORK AGREEMENT – NYCDEP WATER
DESIGN-BUILD CONTRACT
REV. 1 Date Modified: 03/17/2020
Since the construction, reconstruction, or maintenance of the transportation project described below, identified as:
Project Identification No.:X735.83 F.A. Project No.:
ROW Declaration No.: Map Nos.:
Parcel Nos.: County of: Queens
Contract No.: D900050
Project Description: Van Wyck Expressway Capacity and Access Improvement to JFK Airport (Contract 2)
necessitates the adjustment of utility facilities as hereinafter described (the “Project”), the owner, New York City Department of Environmental Protection, of said facilities herewith agrees with the State of New York acting through the Commissioner of Transportation that this agreement shall apply to the accommodation of these utility facilities. Any adjustment of said facilities will be accomplished under the terms of this agreement, in accordance with the Rules and Regulations Governing the Accommodation of Utilities within the State Highway Right-of-Way and in accordance with the contract plans, specifications, proposal, amendment(s) or change order(s). The work described herein is subject to change pending the design details and schedule developed by New York State Department of Transportation’s design-build contractor. The said contractor will coordinate with the owner in developing a Final Utility Work Agreement to be entered into by the owner, the contractor and New York State Department of Transportation. I. Existing Facilities The existing New York City Department of Environmental Protection Water facilities presently located in Queens County, New York within the New York State Right of Way as shown on the plans for the proposed transportation project are to be adjusted as follows for an estimated: $XXXXXXXXXX Queens BIN 1055699 94th Avenue & Atlantic Avenue over Van Wyck Expressway (I-678)
• A 12” lined-cylinder pipe water main runs EW towards the south fascia of 94th Avenue & Atlantic Avenue bridge, between the east and west approaches the bridge.
• A 12” lined-cylinder pipe water main runs EW towards the north fascia of 94th Avenue & Atlantic Avenue bridge, between the east and west approaches the bridge
• To the west of the SB Service Road and Atlantic Avenue intersection, an 8” cast iron pipe water main runs EW along the north side of Atlantic Avenue.
• A 12” ductile iron pipe runs EW on the west approach of the 94th Avenue & Atlantic Avenue Bridge.
• On SB Service Road, A 12” ductile iron pipe runs NS along the west sidewalk, between 91st Avenue and Atlantic Avenue.
• A 12” lined-cylinder pipe water main runs NS along the west sidewalk of the SB Service Road, between 95th Avenue and Atlantic Avenue.
HC-140 (X/X) NEW YORK STATE DEPARTMENT OF TRANSPORTATION REF. #1A
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DESIGN-BUILD CONTRACT
REV. 1 Date Modified: 03/17/2020
• To the east of NB Service Road and 94th Avenue intersection, an 8” cast iron pipe water main runs EW on the south side of 94th Avenue.
• A 12” cast iron pipe water main runs NS across 94th Avenue, between the NE and SE corners of the NB Service Road and 94th Avenue intersection.
• A 12” lined-cylinder pipe water main runs in the NS direction on the NB Service Road north of the NB Service Road and 94th Avenue intersection.
All New York City Department of Environmental Protection facilities listed above which are not affected by the replacement of 94th Avenue & Atlantic Avenue bridge shall be supported, protected and maintained within work area by NYSDOT Contractor.
NYSDOT Contractor Scope — Bridge Replacement:
a. The NYSDOT Contractor shall permanently install 12” steel pipe water main towards the north fascia of the new 94th Avenue & Atlantic Avenue Bridge superstructure. The alignment of the New York City Department of Environmental Protection facilities shall be coordinated with New York City Department of Environmental Protection and constructed in accordance with all applicable New York City Department of Environmental Protection standards BY THE NYSDOT CONTRACTOR.
b. The NYSDOT Contractor shall permanently eliminate the existing 12” lined-
cylinder pipe water main located towards the south fascia of the 94th Avenue & Atlantic Avenue Bridge.
Northbound and Southbound Service Roads from Atlantic Ave to 91st Ave (Van Wyck Expressway (I-678) under Long Island Railroad Bridges) Existing Facilities:
• A 12” ductile iron pipe water main runs along the west sidewalk of the SB Service Road, in NS direction between 91st Avenue and Atlantic Avenue.
• A 12” lined-cylinder pipe water main is located on the NB Service Road, running in the NS direction between 94th Avenue and Archer Avenue.
o Additionally, this 12” pipe has a branch that connects to a fire hydrant on the east sidewalk of the NB Service Road.
All New York City Department of Environmental Protection facilities listed above shall be supported, protected and maintained within the proposed work area of LIRR Bridges by the NYSDOT Contractor. NYSDOT Contractor Scope:
a. The NYSDOT Contractor shall permanently install 12” ductile iron water main towards the west sidewalk of the SB Service Road. The alignment of the New York City Department of Environmental Protection facilities shall be coordinated with New York City Department of Environmental Protection and constructed in accordance with all applicable New York City Department of Environmental Protection standards BY THE NYSDOT CONTRACTOR.
HC-140 (X/X) NEW YORK STATE DEPARTMENT OF TRANSPORTATION REF. #1A
PG. 3 OF 6 PRELIMINARY UTILITY WORK AGREEMENT – NYCDEP WATER
DESIGN-BUILD CONTRACT
REV. 1 Date Modified: 03/17/2020
b. The NYSDOT Contractor shall permanently install 12” ductile iron pipe water
main towards the east end of the NB Service Road. The alignment of the New York City Department of Environmental Protection facilities shall be coordinated with New York City Department of Environmental Protection and constructed in accordance with all applicable New York City Department of Environmental Protection standards BY THE NYSDOT CONTRACTOR.
c. The NYSDOT Contractor shall permanently remove existing 12” ductile iron pipe water main running along the west sidewalk of the SB Service Road.
d. The NYSDOT Contractor shall permanently remove existing 12” lined-cylinder pipe water main running along NB Service Road.
HC-140 (X/X) NEW YORK STATE DEPARTMENT OF TRANSPORTATION REF. #1A
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II. Financial Responsibility (check appropriate boxes):
The facilities to be adjusted under the terms of this agreement are subject to Section 52 of the State Highway Law, and the cost of this adjustment is the sole responsibility of the owner.
Subdivision 24 of Section 10 of the State Highway Law enables the Commissioner of
Transportation to provide at the expense of the State, for adjustment to a municipally owned utility when such work is necessary as a result of State highway work. (Municipal Agreement required.)
Subdivision 24-b of Section 10 of the State Highway Law enables the Commissioner of
Transportation to participate in the necessary expenses incurred for adjustment of privately, publicly or cooperatively owned facilities, municipal utility facilities, or facilities of a corporation organized pursuant to the State Transportation Corporations Law. (Privately Owned Property Agreement or Reimbursement Agreement required.)
Subdivision 27 of Section 10 of the State Highway Law enables the Commissioner of
Transportation upon the request of a municipality, to perform for and at the expense of such municipality specified work to be included within a State-let contract. (Betterment Resolution required.)
Subdivision 33 of Section 10 of the State Highway Law enables the Commissioner of
Transportation, upon the request of a public utility corporation, to perform for and at the expense of such public utility corporation specified work to be included within a State-let contract.
Subdivision 13 of Section 30 of the State Highway Law enables the Commissioner of
Transportation to enter into an agreement to reimburse with public funds the owner for necessary expenses incurred as a result of this adjustment, or to replace the facilities in kind.
The owner will develop and keep a record of costs in accordance with the New York State
Department of Transportation (NYSDOT) Reimbursement Procedures, and when federal funds participate in the cost, the Federal Highway Administration (FHWA) Federal-Aid Policy Guide Part 645, or as indicated below:
________________________________________________________________________________ ________________________________________________________________________________ ________________________________________________________________________________
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III. Physical Adjustment Method (check appropriate boxes): The actual adjustment or design engineering will be performed by the following method (s):
Contract let by the Commissioner.
Contract let by the Owner, (check applicable statement, i.e., a or b)
a. Best Interests of State.
b. Utility not sufficiently staffed or equipped.
By the Owner’s forces. (For Inspection and Relocation Work) IV. Betterment, Salvage, and Depreciation Credits Due the Project (check appropriate boxes):
There will be no extension of service life, improved capacity nor any other betterment of the facility (as defined by the NYSDOT Utility Reimbursement Procedures and by FHWA Federal-Aid Policy Guide Part 645) as a result of the adjustments made pursuant to this agreement.
There is betterment described as follows:
The owner will not claim reimbursement for that betterment portion of the work but will duly account for it as required by applicable NYSDOT and FHWA procedures.
The owner hereby agrees to deposit with the Comptroller of the State of New York the amount of $ to cover the cost of the betterment as described above.
The owner agrees to comply with the requirements of the NYSDOT Utility Reimbursement
Procedure and FHWA Federal-Aid Policy Guide Part 645 with the respect to salvage and depreciation credits when applicable.
V. General Covenants
The owner hereby agrees to accept full title and responsibility for the adjusted facility in writing upon satisfactory completion of the work. Such acceptance will acknowledge the owner’s responsibility to maintain the facility in accordance with all applicable codes, standards and regulations, including his obligation, where applicable, to remove any or all of the facility from the highway at the order of the Commissioner of Transportation, all in accordance with the Rules and Regulations Governing the Accommodation of Utilities within the State Highway Right-of-Way. All compensable claims covered by this agreement will be included in one of the following:
A. Privately Owned Property Agreement executed prior to the performance of the work. B. Municipal Agreement executed prior to performance of the work. C. Reimbursement Agreement executed prior to performance of the work. D. Such other agreement as approved by NYSDOT Office of Legal Affairs.
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VI. References
The following documents are herewith incorporated in this agreement be reference (check appropriate boxes)
Federal Highway Administration’s Federal-Aid Policy Guide Part 645.
Contract documents: Contract number _D900050 _______________
PIN __ X735.83__________________________ Plan sheets No. UTL-01 TO UTL-11_
Owner’s plan sheets _________________________________________________ Owner’s estimate sheets form No._____________________________________ Resolution dated ____________________, by ___________________________
Granting the State of New York authority to perform the adjustment for the owner. Agreeing to maintain facilities adjusted via State-let contract. Authorizing deposit of funds by the owner.
Certification by the owner or his agent that he has the legal authority to enter into this agreement.
_______________________________________________________________________________________ (Print/Type Name) Utility Owner or Agent (Signature) Title Date
_____________________________________________Main Office Utilities Engineer___________________ For NYSDOT Commissioner of Transportation Title Date
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PG. 1 OF 9 PRELIMINARY UTILITY WORK AGREEMENT – NYCDEP SEWER
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REV. 4 Date Modified: 03/17/2020
Since the construction, reconstruction, or maintenance of the transportation project described below, identified as:
Project Identification No.:X735.83 F.A. Project No.:
ROW Declaration No.: Map Nos.:
Parcel Nos.: County of: Queens
Contract No.: D900050
Project Description: Van Wyck Expressway Capacity and Access Improvement to JFK Airport (Contract 2)
necessitates the adjustment of utility facilities as hereinafter described (the “Project”), the owner, New York City Department of Environmental Protection, of said facilities herewith agrees with the State of New York acting through the Commissioner of Transportation that this agreement shall apply to the accommodation of these utility facilities. Any adjustment of said facilities will be accomplished under the terms of this agreement, in accordance with the Rules and Regulations Governing the Accommodation of Utilities within the State Highway Right-of-Way and in accordance with the contract plans, specifications, proposal, amendment(s) or change order(s). The work described herein is subject to change pending the design details and schedule developed by New York State Department of Transportation’s design-build contractor. The said contractor will coordinate with the owner in developing a Final Utility Work Agreement to be entered into by the owner, the contractor and New York State Department of Transportation. I. Existing Facilities The existing New York City Department of Environmental Protection Sewer facilities presently located in Queens County, New York within the New York State Right of Way as shown on the plans for the proposed transportation project are to be adjusted as follows for an estimated: $XXXXXXX Queens BIN 1055699 94th Avenue & Atlantic Avenue over Van Wyck Expressway (I-678)
• To the west of a manhole on the northern part of the SB Service Road and Atlantic Avenue intersection, a 12” concrete pipe sanitary sewer line runs in the WE direction along Atlantic Avenue.
o A 12” vitrified clay pipe storm sewer line runs in the NW-SE direction, between the same manhole and a catch basin on the north side of Atlantic Avenue.
o A 12” reinforced concrete pipe runs in the NE-SW direction between the same manhole and a catch basin on the eastern corner of Atlantic Avenue and the SB Service Road.
• To the west of a manhole in the middle of the SB Service Road and Atlantic Avenue intersection, A 12” vitrified clay pipe sanitary sewer line runs in the WE direction along Atlantic Avenue.
o A 12” vitrified clay pipe storm sewer line runs in the SW-NE direction between the same manhole and a catch basin on the south side of Atlantic Avenue.
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• A 36” reinforced concrete pipe combined sewer overflow line running NS on the SB Service Road passes through the intersection.
• To the west of a manhole on the southern part of the NB Service Road and 94th Street intersection, a 15” unknown storm sewer line runs EW in the direction along 94th Street.
o A 15” vitrified clay pipe storm sewer line runs NS from the same manhole along the NB Service Road.
All New York City Department of Environmental Protection facilities listed above which are not affected by the replacement of 94th Avenue & Atlantic Avenue bridge shall be supported, protected and maintained within work area by NYSDOT Contractor. NYSDOT Contractor Scope:
a. The NYSDOT Contractor shall permanently relocate both of the existing 12” vitrified clay pipe storm sewer pipe located near the north side of the SB Service Road and Atlantic Avenue intersection and near the south side of the intersection. The NYSDOT Contractor shall replace existing drainage structures within pavement reconstruction limits in their entirety (new drainage structures, frames, grates, and storm pipe) and provide supplemental storm sewer facilities as required for proposed roadway/bridge work in accordance with the New York State Department of Transportation Highway Design Manual (NYSDOT HDM) Chapter 8 and New York State Department of Environmental Conservation (NYSDEC). The alignment of the New York City Department of Environmental Protection facilities shall be coordinated with New York City Department of Environmental Protection and constructed in accordance to all applicable New York City Department of Environmental Protection standards BY THE NYSDOT CONTRACTOR.
b. The NYSDOT Contractor shall permanently relocat the existing 36” reinforced concrete sanitary sewer pipe west of the proposed abutment so that a minimum of 6’ clear horizontal space is provided between proposed structural features and the outside of the relocated reinforced concrete pipe. The alignment of the New York City Department of Environmental Protection facilities shall be coordinated with New York City Department of Environmental Protection and constructed in accordance to all applicable New York City Department of Environmental Protection standards BY THE NYSDOT CONTRACTOR.
c. The NYSDOT Contractor shall clean and conduct a video inspection on the
existing underground storm sewer facilities within the pavement reconstruction limits and up to the nearest upstream and downstream manholes beyond the pavement reconstruction limits in accordance with all applicable New York City Department of Environmental Protection standards and specifications. The cleaning and video inspection shall be coordinated with New York City Department of Environmental Protection BY THE NYSDOT CONTRACTOR.
d. The NYSDOT Contractor shall clean and conduct a video inspection on the existing
underground sanitary sewer facilities within the pavement reconstruction limits and up to the nearest upstream and downstream manholes beyond the pavement reconstruction limits in accordance with all applicable New York City Department of Environmental Protection standards and specifications. The cleaning and video
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inspection shall be coordinated with New York City Department of Environmental Protection BY THE NYSDOT CONTRACTOR.
Long Island Rail Road over Southbound Service Road
• A 24” reinforced concrete sanitary sewer pipe runs between three manholes north of the LIRR bridges in the NS direction of the South Service Road.
• A 36” reinforced concrete sanitary sewer pipe runs between the same manhole at the north end of the LIRR bridges between two manholes under the bridges and two more manholes south of the bridges in the NS direction of the South Service Road connecting up to the Atlantic Avenue intersection.
• Two 28” unknown storm sewer lines run from catch basins to a sanitary manhole under the center of the LIRR bridges in the NW-SE direction and the NE-SW direction respectively on the South Service Road.
• An 18” unknown storm sewer line runs in EW direction under the SB VWE lanes between a manhole on the SB Service road and a manhole under the SB VWE lanes.
o This 18” storm sewer lines connects to the 36” sanitary sewer pipe and the 54” unknown storm sewer pipe.
All New York City Department of Environmental Protection facilities listed above are unaffected by the replacement of LIRR bridges and shall be supported, protected and maintained within work area by NYSDOT Contractor. NYSDOT Contractor Scope:
a. The NYSDOT Contractor shall replace existing drainage structures within pavement reconstruction limits in their entirety (new drainage structures, frames, grates, and storm pipe) and provide supplemental storm sewer facilities as required for proposed roadway/bridge work in accordance with the New York State Department of Transportation Highway Design Manual (NYSDOT HDM) Chapter 8 and New York State Department of Environmental Conservation (NYSDEC). Type 3 Catch Basins shall be placed on the west side of the service road to the north and to the south of the proposed LIRR bridge footings and a Special Shallow Catch Basin shall be placed at the low point underneath of the bridges on the west side. Proposed storm sewer downspouts from the LIRR bridges shall be connected to the proposed storm sewer facilities within the service road. The alignment of the New York City Department of Environmental Protection facilities shall be coordinated with New York City Department of Environmental Protection and constructed in accordance to all applicable New York City Department of Environmental Protection standards BY THE NYSDOT CONTRACTOR.
b. The NYSDOT Contractor shall permanently relocated the existing 24” and 36” reinforced concrete sanitary sewer pipes west of the proposed wall so that a minimum of 6’ clear horizontal space is provided between proposed structural features and the outside of the relocated reinforced concrete pipes. The alignment of the New York City Department of Environmental Protection facilities shall be coordinated with New York City Department of Environmental Protection and constructed in accordance to all applicable New York City
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Department of Environmental Protection standards BY THE NYSDOT CONTRACTOR.
c. The NYSDOT Contractor shall clean and conduct a video inspection on the existing underground storm sewer facilities within the pavement reconstruction limits and up to the nearest upstream and downstream manholes beyond the pavement reconstruction limits in accordance with all applicable New York City Department of Environmental Protection standards and specifications. The cleaning and video inspection shall be coordinated with New York City Department of Environmental Protection BY THE NYSDOT CONTRACTOR.
d. The NYSDOT Contractor shall clean and conduct a video inspection on the
existing underground sanitary sewer facilities within the pavement reconstruction limits and up to the nearest upstream and downstream manholes beyond the pavement reconstruction limits in accordance with all applicable New York City Department of Environmental Protection standards and specifications. The cleaning and video inspection shall be coordinated with New York City Department of Environmental Protection BY THE NYSDOT CONTRACTOR.
Long Island Rail Road over Northbound Service Road
• A 10” unknown storm sewer pipe runs between catch basins at the intersection of Archer Avenue and North Service Road in the NW-SE direction and connects to a manhole in the NE-SW direction.
o An 18” tile storm sewer pipe runs between a manhole north of the Archer Avenue intersection and the same manhole.
o An 18” unknown storm sewer pipe runs between the same manhole in the EW direction to a manhole in the main trunkline of the SB direction of the Van Wyck Expressway.
• A 12” unknown storm sewer pipe runs between two catch basins in the WE direction of the North Service Road.
o A 12” vitrified clay storm sewer pipe runs between the same catch basin and a manhole in the SN direction of the North Service Road.
o A 12” vitrified clay storm sewer pipe runs between the same manhole and the same manhole in the main trunkline on of the Van Wyck Expressway in the SE-NW direction.
All New York City Department of Environmental Protection facilities listed above are unaffected by the replacement of LIRR bridges and shall be supported, protected and maintained within work area by NYSDOT Contractor. NYSDOT Contractor Scope:
a. The NYSDOT Contractor shall replace existing drainage structures within pavement reconstruction limits in their entirety (new drainage structures, frames, grates, and storm pipe) and provide supplemental storm sewer facilities as required for proposed roadway/bridge work in accordance with the New York State Department of Transportation Highway Design Manual (NYSDOT HDM) Chapter 8 and New York State Department of Environmental Conservation (NYSDEC). The NYSDOT Contractor shall avoid impacting the
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existing Calpine Kennedy facilities under the west side of the service road. Proposed storm sewer downspouts from the LIRR bridges shall be connected to the proposed storm sewer facilities within the northbound VWE. The alignment of the New York City Department of Environmental Protection facilities shall be coordinated with New York City Department of Environmental Protection and constructed in accordance to all applicable New York City Department of Environmental Protection standards BY THE NYSDOT CONTRACTOR.
b. The NYSDOT Contractor shall clean and conduct a video inspection on the existing underground storm sewer facilities within the pavement reconstruction limits and up to the nearest upstream and downstream manholes beyond the pavement reconstruction limits in accordance with all applicable New York City Department of Environmental Protection standards and specifications. The cleaning and video inspection shall be coordinated with New York City Department of Environmental Protection BY THE NYSDOT CONTRACTOR.
c. The NYSDOT Contractor shall clean and conduct a video inspection on the
existing underground sanitary sewer facilities within the pavement reconstruction limits and up to the nearest upstream and downstream manholes beyond the pavement reconstruction limits in accordance with all applicable New York City Department of Environmental Protection standards and specifications. The cleaning and video inspection shall be coordinated with New York City Department of Environmental Protection BY THE NYSDOT CONTRACTOR.
Long Island Rail Road over Van Wyck Expressway (I-678)
• To the north of the LIRR bridges a 15” reinforced concrete storm sewer pipe runs between three catch basins in the EW direction of the expressway connecting to the SB side.
o A 15” unknown storm sewer pipe runs between the same catch basin and a manhole in the center of the SB side of the expressway to the trunkline in the NE-SW direction.
o Another 15” unknown storm sewer runs between a catch basin and the same manhole in the NW-SE direction of the SB side of the Van Wyck Expressway.
• To the south of the LIRR bridges a 15” reinforced concrete storm sewer pipe runs between three catch basins and a manhole in the EW direction of the Van Wyck Expressway connecting to the main trunkline in the center of the SB side of the expressway.
o A 15” reinforced concrete storm sewer pipe runs between a catch basin and the same manhole in the WE direction of the Van Wyck Expressway.
• A 54” unknown storm sewer pipe trunkline runs between five manholes under the LIRR bridges and the Atlantic Avenue bridge in the NS direction of the SB side of the Van Wyck Expressway.
• A 15” reinforced concrete pipe connects three catch basins in the EW direction of the NB side of the Van Wyck Expressway.
o A 15” reinforced concrete storm sewer pipe runs between the same catch basin and a manhole in the trunkline of the SB direction of the expressway in the SE-NW direction.
o A 15” reinforced concrete storm sewer pipe runs between a catch basin and the same manhole in the SW-NE direction.
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• A 72” unknown storm sewer pipe runs between the same manhole and another further south of the Atlantic Avenue bridge in the NS direction of the Van Wyck Expressway.
All New York City Department of Environmental Protection facilities listed above are unaffected by the replacement of LIRR bridges and shall be supported, protected and maintained within work area by NYSDOT Contractor. NYSDOT Contractor Scope:
a. The NYSDOT Contractor shall replace existing drainage structures within the outside shoulders within pavement reconstruction limits in their entirety (new drainage structures, frames, grates, and storm pipe) and provide supplemental storm sewer facilities as required for proposed roadway/bridge work for the ultimate Contract 3 VWE configuration within the Contract 2 Project limits in accordance with the New York State Department of Transportation Highway Design Manual (NYSDOT HDM) Chapter 8 and New York State Department of Environmental Conservation (NYSDEC). The alignment of the New York City Department of Environmental Protection facilities shall be coordinated with New York City Department of Environmental Protection and constructed in accordance to all applicable New York City Department of Environmental Protection standards BY THE NYSDOT CONTRACTOR.
b. The NYSDOT Contractor shall clean and conduct a video inspection on the existing underground storm sewer facilities within the Project limits limits and up to the nearest upstream and downstream manholes beyond the Project limits in accordance with all applicable New York City Department of Environmental Protection standards and specifications. The cleaning and video inspection shall be coordinated with New York City Department of Environmental Protection BY THE NYSDOT CONTRACTOR.
c. The NYSDOT Contractor shall clean and conduct a video inspection on the
existing underground storm sanitary facilities within the Project limits and up to the nearest upstream and downstream manholes beyond the Project limits in accordance with all applicable New York City Department of Environmental Protection standards and specifications. The cleaning and video inspection shall be coordinated with New York City Department of Environmental Protection BY THE NYSDOT CONTRACTOR.
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REV. 4 Date Modified: 03/17/2020
II. Financial Responsibility (check appropriate boxes):
The facilities to be adjusted under the terms of this agreement are subject to Section 52 of the State Highway Law, and the cost of this adjustment is the sole responsibility of the owner.
Subdivision 24 of Section 10 of the State Highway Law enables the Commissioner of
Transportation to provide at the expense of the State, for adjustment to a municipally owned utility when such work is necessary as a result of State highway work. (Municipal Agreement required.)
Subdivision 24-b of Section 10 of the State Highway Law enables the Commissioner of
Transportation to participate in the necessary expenses incurred for adjustment of privately, publicly or cooperatively owned facilities, municipal utility facilities, or facilities of a corporation organized pursuant to the State Transportation Corporations Law. (Privately Owned Property Agreement or Reimbursement Agreement required.)
Subdivision 27 of Section 10 of the State Highway Law enables the Commissioner of
Transportation upon the request of a municipality, to perform for and at the expense of such municipality specified work to be included within a State-let contract. (Betterment Resolution required.)
Subdivision 33 of Section 10 of the State Highway Law enables the Commissioner of
Transportation, upon the request of a public utility corporation, to perform for and at the expense of such public utility corporation specified work to be included within a State-let contract.
Subdivision 13 of Section 30 of the State Highway Law enables the Commissioner of
Transportation to enter into an agreement to reimburse with public funds the owner for necessary expenses incurred as a result of this adjustment, or to replace the facilities in kind.
The owner will develop and keep a record of costs in accordance with the New York State
Department of Transportation (NYSDOT) Reimbursement Procedures, and when federal funds participate in the cost, the Federal Highway Administration (FHWA) Federal-Aid Policy Guide Part 645, or as indicated below:
________________________________________________________________________________ ________________________________________________________________________________ ________________________________________________________________________________
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REV. 4 Date Modified: 03/17/2020
III. Physical Adjustment Method (check appropriate boxes): The actual adjustment or design engineering will be performed by the following method (s):
Contract let by the Commissioner.
Contract let by the Owner, (check applicable statement, i.e., a or b)
a. Best Interests of State.
b. Utility not sufficiently staffed or equipped.
By the Owner’s forces. (For Inspection and Relocation Work) IV. Betterment, Salvage, and Depreciation Credits Due the Project (check appropriate boxes):
There will be no extension of service life, improved capacity nor any other betterment of the facility (as defined by the NYSDOT Utility Reimbursement Procedures and by FHWA Federal-Aid Policy Guide Part 645) as a result of the adjustments made pursuant to this agreement.
There is betterment described as follows:
The owner will not claim reimbursement for that betterment portion of the work but will duly account for it as required by applicable NYSDOT and FHWA procedures.
The owner hereby agrees to deposit with the Comptroller of the State of New York the amount of $ to cover the cost of the betterment as described above.
The owner agrees to comply with the requirements of the NYSDOT Utility Reimbursement
Procedure and FHWA Federal-Aid Policy Guide Part 645 with the respect to salvage and depreciation credits when applicable.
V. General Covenants
The owner hereby agrees to accept full title and responsibility for the adjusted facility in writing upon satisfactory completion of the work. Such acceptance will acknowledge the owner’s responsibility to maintain the facility in accordance with all applicable codes, standards and regulations, including his obligation, where applicable, to remove any or all of the facility from the highway at the order of the Commissioner of Transportation, all in accordance with the Rules and Regulations Governing the Accommodation of Utilities within the State Highway Right-of-Way. All compensable claims covered by this agreement will be included in one of the following:
A. Privately Owned Property Agreement executed prior to the performance of the work. B. Municipal Agreement executed prior to performance of the work. C. Reimbursement Agreement executed prior to performance of the work. D. Such other agreement as approved by NYSDOT Office of Legal Affairs.
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VI. References
The following documents are herewith incorporated in this agreement be reference (check appropriate boxes)
Federal Highway Administration’s Federal-Aid Policy Guide Part 645.
Contract documents: Contract number _D900050 _______________
PIN __ X735.83__________________________ Plan sheets No. DRP-01 TO DRP-08_
Owner’s plan sheets _________________________________________________ Owner’s estimate sheets form No._____________________________________ Resolution dated ____________________, by ___________________________
Granting the State of New York authority to perform the adjustment for the owner. Agreeing to maintain facilities adjusted via State-let contract. Authorizing deposit of funds by the owner.
Certification by the owner or his agent that he has the legal authority to enter into this agreement.
_______________________________________________________________________________________ (Print/Type Name) Utility Owner or Agent (Signature) Title Date
_____________________________________________Main Office Utilities Engineer___________________ For NYSDOT Commissioner of Transportation Title Date
HC-140 (X/X) NEW YORK STATE DEPARTMENT OF TRANSPORTATION REF. #3A
PG. 1 OF 8 PRELIMINARY UTILITY WORK AGREEMENT – FDNY
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REV. 3 Date Modified: 03/16/2020
Since the construction, reconstruction, or maintenance of the transportation project described below, identified as:
Project Identification No.:X735.83 F.A. Project No.:
ROW Declaration No.: Map Nos.:
Parcel Nos.: County of: Queens
Contract No.: D900050
Project Description: Van Wyck Expressway Capacity and Access Improvement to JFK Airport (Contract 2)
necessitates the adjustment of utility facilities as hereinafter described (the “Project”), the owner, New York City Fire Department (“FDNY” or “Owner”), of said facilities herewith agrees with the State of New York acting through the Commissioner of Transportation that this agreement shall apply to the accommodation of these utility facilities. Any adjustment of said facilities will be accomplished under the terms of this agreement, in accordance with the Rules and Regulations Governing the Accommodation of Utilities within the State Highway Right-of-Way and in accordance with the contract plans, specifications, proposal, amendment(s) or change order(s). The work described herein is subject to change pending the design details and schedule developed by New York State Department of Transportation’s design-build contractor. The said contractor will coordinate with the owner in developing a Final Utility Work Agreement to be entered by the owner, the contractor and New York State Department of Transportation. The existing New York City Fire Department (FDNY) facilities are to be abandoned, removed, protected/supported or replaced as defined in this agreement. I. Existing Facilities The existing New York City Fire Department facilities presently located in Queens County; New York within the New York State Right of Way as shown on the plans for the proposed transportation project are to be adjusted as follows: Fire Department cables are installed in both Verizon’s and Fire Department’s conduit systems underground, and/or on the bridges, and/or some aerial facilities are present. These facilities must be supported and properly protected during construction. If this cannot be achieved, relocation must be performed prior to construction. FDNY is not a member of the one call system and will not be notified by them. To request street mark outs of fire communications underground facilities, the Contractor must contact Plant Operations Engineering at (718) 281-3846 or (718) 281-3933 at least one (1) month prior to commencement of work.
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Queens BIN 1055699 94th Ave. & Atlantic over Van Wyck Expressway (I-678) Existing Facilities:
• A 3” wrought iron/galvanized steel FDNY conduit runs E-W towards the south fascia of the 94th Avenue & Atlantic Avenue Bridge.
• On the SB Service Road and Atlantic Avenue intersection, a 3” FDNY conduit runs east from an FDNY fire alarm post towards the west approach of the bridge.
All New York City Fire Department facilities listed above which are not affected by the replacement of 94th Avenue & Atlantic Avenue Bridge shall be supported, protected and maintained within the work area by the NYSDOT Design-Builder. FDNY Scope: The Fire Department shall de-energize the fire department cables before construction starts to allow the Design-Builder to remove the underground conduit and cable before demolition. FDNY shall transfer the fire alarm box from the existing post to the new post.
NYSDOT Design-Builder Scope:
a. The NYSDOT Design-Builder shall permanently install 1-4” galvanized steel conduit and 1-4 pair fire alarm cable towards the south fascia of the new 94th Avenue & Atlantic Avenue Superstructure. The steel conduit can transition to schedule 40 U.L. 651 PVC conduit via couplings beyond the bridge abutments. The alignment of the FDNY facilities shall be coordinated with FDNY and constructed in accordance to all applicable New York City Fire Department standards.
b. The NYSDOT Design-Builder shall leave 10 feet of slack of 4 pair cable in existing FDNY manholes and hermetically seal the ends of cable for the FDNY Communication Electricians to make the final connection
c. The NYSDOT Design-Builder shall permanently remove existing 3” wrought
iron/galvanized steel conduit towards the south fascia of the 94th Ave. & Atlantic Ave Bridge.
d. The NYSDOT Design-Builder shall install a new fire alarm post & subbase,
pedestal bumpers, and a 12 wire terminal box located toward the southwest corner of the 94th Avenue and the Southbound Van Wyck Service Road intersection, approximately 12’ west of the existing fire alarm box (where it shall be clear of proposed ADA crosswalks).The alignment of the FDNY facilities shall be coordinated with FDNY and constructed in accordance to all applicable New York City Fire Department standards.
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e. The NYSDOT Design-Builder shall install 1-4” dia. schedule 40 U.L. 651 PVC conduit, and 1-4 pair fire alarm cable from the existing FDNY manhole located toward the southwest corner of the 94th Avenue and Southbound Van Wyck Service Road intersection to a new fire alarm post located toward the southwest corner of the 94th Avenue and Southbound Van Wyck Service Road intersection. The alignment of the FDNY facilities shall be coordinated with FDNY and constructed in accordance to all applicable New York City Fire Department standards.
f. The NYSDOT Design-Builder shall leave 10 feet of slack of 4 pair cable in existing FDNY manhole and hermetically seal the end of cable for the FDNY Communication Electricians to make the final connection. The Design-Builder shall terminate the open end of the cable in the fire alarm post and terminate the cable with enough slack to make the final connections.
g. The NYSDOT Design-Builder shall remove the existing fire alarm post located toward the southwest corner of the 94th Avenue and the Southbound Van Wyck Service Road intersection.
h. The NYSDOT Design-Builder shall notify FDNY 7 days prior to any work being doing on their facilities.
Northbound and Southbound Service Roads from Atlantic Avenue to 91st Avenue (Van Wyck Expressway under Long Island Railroad Bridges (I-678)) Existing Facilities:
• On the NB Service Road, a 3” FDNY conduit runs N-S between 95th Avenue and Archer Ave. and passes through the NB Service Road and 94th Avenue intersection.
• A 3” FDNY conduit runs on the east sidewalk of the NB Service Road between 94th Avenue and Archer Avenue.
o A branch connects to an FDNY fire alarm post on the southeast corner of the NB Service Road and Archer Avenue intersection from a manhole in the intersection.
All New York City Fire Department facilities listed above which are not affected by the replacement of the LIRR Bridge substructures shall be supported, protected and maintained within the proposed work area of LIRR Bridges by the NYSDOT Design-Builder. NYSDOT Design-Builder Scope:
a. The NYSDOT Design-Builder shall permanently install FDNY type A manhole with
frame and cover on the NB Service Road sidewalk, approximately 310’ to the north of existing FDNY manhole at the intersection of Atlantic Avenue and NB Service Road. The alignment of the FDNY facilities shall be coordinated with FDNY and constructed in accordance to all applicable New York City Fire Department standards.
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DESIGN-BUILD CONTRACT
REV. 3 Date Modified: 03/16/2020
b. The NYSDOT Design-Builder shall permanently install 1-4” schedule 40 U.L. 651 PVC conduit, and 1-10 pair fire alarm cable between the existing manhole at the intersection of Atlantic Avenue and NB Service Road and the newly installed FDNY Type A manhole. The alignment of the FDNY facilities shall be coordinated with FDNY and constructed in accordance to all applicable New York City Fire Department standards.
c. The NYSDOT Design-Builder shall leave 10 feet of slack of 10 pair cable in the
newly installed FDNY type A manhole and the existing FDNY manhole and hermetically seal the end of cable for the FDNY Communication Electricians to make the final connection.
d. The NYSDOT Design-Builder shall permanently install FDNY slotted type A manhole with frame and cover at the middle of Archer Avenue Boulevard and Van Wyck Northbound Service Road intersection. The alignment of the FDNY facilities shall be coordinated with FDNY and constructed in accordance to all applicable New York City Fire Department standards
e. The NYSDOT Design-Builder shall permanently install 1-4” schedule 40 U.L. 651
PVC conduit, and 1-10 pair fire alarm cable between the newly installed FDNY Type A manhole and newly installed FDNY slotted Type A manhole at the middle of Archer Avenue Boulevard and Van Wyck Northbound Service Road intersection. The alignment of the FDNY facilities shall be coordinated with FDNY and constructed in accordance to all applicable New York City Fire Department standards.
f. The NYSDOT Design-Builder shall leave 10 feet of slack of 10 pair cable in the
newly installed FDNY slotted type A manhole and the newly installed FDNY type A manhole and hermetically seal the end of cable for the FDNY Communication Electricians to make the final connection.
g. The NYSDOT Design-Builder shall permanently remove existing FDNY 3” conduit
and cables toward the east sidewalk of the NB Service Road between 94th Avenue and Archer Avenue.
h. The NYSDOT Design-Builder shall permanently remove existing FDNY manhole
toward the east sidewalk of the NB Service Road under the Atlantic 6 LIRR Bridge.
i. The NYSDOT Design-Builder shall permanently remove existing FDNY manhole located at the middle of Archer Avenue Boulevard and Van Wyck Northbound Service Road intersection.
i. The NYSDOT Design-Builder shall install a new fire alarm post & subbase,
pedestal bumpers, and a 12 wire terminal box located toward the southeast corner of the Archer Avenue and the Northbound Van Wyck Service Road intersection, approximately 12’ east of the existing fire alarm box (where it shall be clear of proposed ADA crosswalks).The alignment of the FDNY facilities shall be coordinated with FDNY and constructed in accordance to all applicable New York City Fire Department standards.
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PG. 5 OF 8 PRELIMINARY UTILITY WORK AGREEMENT – FDNY
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j. The NYSDOT Design-Builder shall install 1-4” dia. schedule 40 U.L. 651 PVC
conduit, and 1-4 pair fire alarm cable from the newly installed FDNY slotted type A manhole located toward the southeast corner of the Archer Avenue and the Northbound Van Wyck Service Road intersection to a new fire alarm post located toward the southeast corner of the Archer Avenue and the Northbound Van Wyck Service Road intersection. The alignment of the FDNY facilities shall be coordinated with FDNY and constructed in accordance to all applicable New York City Fire Department standards.
k. The NYSDOT Design-Builder shall leave 10 feet of slack of 4 pair cable in newly installed Type A FDNY manhole and hermetically seal the end of cable for the FDNY Communication Electricians to make the final connection. The Design-Builder shall terminate the open end of the cable in the fire alarm post and terminate the cable with enough slack to make the final connections.
j. The NYSDOT Design-Builder shall remove the existing fire alarm post located toward the southeast corner of the Archer Avenue and the Northbound Van Wyck Service Road intersection.
k. The NYSDOT Design-Builder shall notify FDNY 7 days prior to any work being doing on their facilities
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PG. 6 OF 8 PRELIMINARY UTILITY WORK AGREEMENT – FDNY
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REV. 3 Date Modified: 03/16/2020
II. Financial Responsibility (check appropriate boxes):
The facilities to be adjusted under the terms of this agreement are subject to Section 52 of the State Highway Law, and the cost of this adjustment is the sole responsibility of the owner.
Subdivision 24 of Section 10 of the State Highway Law enables the Commissioner of
Transportation to provide at the expense of the State, for adjustment to a municipally owned utility when such work is necessary as a result of State highway work. (Municipal Agreement required.)
Subdivision 24-b of Section 10 of the State Highway Law enables the Commissioner of
Transportation to participate in the necessary expenses incurred for adjustment of privately, publicly or cooperatively owned facilities, municipal utility facilities, or facilities of a corporation organized pursuant to the State Transportation Corporations Law. (Privately Owned Property Agreement or Reimbursement Agreement required.)
Subdivision 27 of Section 10 of the State Highway Law enables the Commissioner of
Transportation upon the request of a municipality, to perform for and at the expense of such municipality specified work to be included within a State-let contract. (Betterment Resolution required.)
Subdivision 33 of Section 10 of the State Highway Law enables the Commissioner of
Transportation, upon the request of a public utility corporation, to perform for and at the expense of such public utility corporation specified work to be included within a State-let contract.
Subdivision 13 of Section 30 of the State Highway Law enables the Commissioner of
Transportation to enter into an agreement to reimburse with public funds the owner for necessary expenses incurred as a result of this adjustment, or to replace the facilities in kind.
The owner will develop and keep a record of costs in accordance with the New York State
Department of Transportation (NYSDOT) Reimbursement Procedures, and when federal funds participate in the cost, the Federal Highway Administration (FHWA) Federal-Aid Policy Guide Part 645, or as indicated below:
________________________________________________________________________________ ________________________________________________________________________________ ________________________________________________________________________________
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DESIGN-BUILD CONTRACT
REV. 3 Date Modified: 03/16/2020
III. Physical Adjustment Method (check appropriate boxes): The actual adjustment or design engineering will be performed by the following method (s):
Contract let by the Commissioner.
Contract let by the Owner, (check applicable statement, i.e., a or b)
a. Best Interests of State. b. Utility not sufficiently staffed or equipped.
By the Owner’s forces. (For Inspection and Relocation Work)
IV. Betterment, Salvage, and Depreciation Credits Due the Project (check appropriate boxes):
There will be no extension of service life, improved capacity nor any other betterment of the facility (as defined by the NYSDOT Utility Reimbursement Procedures and by FHWA Federal-Aid Policy Guide Part 645) as a result of the adjustments made pursuant to this agreement.
There is betterment described as follows:
The owner will not claim reimbursement for that betterment portion of the work but will duly account for it as required by applicable NYSDOT and FHWA procedures.
The owner hereby agrees to deposit with the Comptroller of the State of New York the amount of $ to cover the cost of the betterment as described above.
The owner agrees to comply with the requirements of the NYSDOT Utility Reimbursement
Procedure and FHWA Federal-Aid Policy Guide Part 645 with the respect to salvage and depreciation credits when applicable.
V. General Covenants
The owner hereby agrees to accept full title and responsibility for the adjusted facility in writing upon satisfactory completion of the work. Such acceptance will acknowledge the owner’s responsibility to maintain the facility in accordance with all applicable codes, standards and regulations, including his obligation, where applicable, to remove any or all of the facility from the highway at the order of the Commissioner of Transportation, all in accordance with the Rules and Regulations Governing the Accommodation of Utilities within the State Highway Right-of-Way. All compensable claims covered by this agreement will be included in one of the following:
A. Privately Owned Property Agreement executed prior to the performance of the work. B. Municipal Agreement executed prior to performance of the work. C. Reimbursement Agreement executed prior to performance of the work. D. Such other agreement as approved by NYSDOT Office of Legal Affairs.
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PG. 8 OF 8 PRELIMINARY UTILITY WORK AGREEMENT – FDNY
DESIGN-BUILD CONTRACT
REV. 3 Date Modified: 03/16/2020
VI. References
The following documents are herewith incorporated in this agreement be reference (check appropriate boxes)
Federal Highway Administration’s Federal-Aid Policy Guide Part 645.
Contract documents: Contract number _D900050_______________
PIN __ X735.83__________________________ Plan sheets No. XXXX TO XXXX_
Owner’s plan sheets _________________________________________________ Owner’s estimate sheets form No._____________________________________ Resolution dated ____________________, by ___________________________
Granting the State of New York authority to perform the adjustment for the owner. Agreeing to maintain facilities adjusted via State-let contract. Authorizing deposit of funds by the owner.
Certification by the owner or his agent that he has the legal authority to enter into this agreement.
_______________________________________________________________________________________ (Print/Type Name) Utility Owner or Agent (Signature) Title Date
_____________________________________________Main Office Utilities Engineer___________________ For NYSDOT Commissioner of Transportation Title Date
HC-140 (09/13) NEW YORK STATE DEPARTMENT OF TRANSPORTATION REF. #4A
Pg. 1 of 6 PRELIMINARY UTILITY WORK AGREEMENT – PORT AUTHORITY
DESIGN-BUILD CONTRACT
Since the construction, reconstruction, or maintenance of the transportation project described below, identified as:
Project Identification No.:X735.83 F.A. Project No.:
ROW Declaration No.: Map Nos.:
Parcel Nos.: County of: Queens
Contract No.: D900050
Project Description: Van Wyck Expressway (VWE) Capacity and Access Improvement to JFK Airport - Contract 2
necessitates the adjustment of utility facilities as hereinafter described (the “Project”), the owner, Port Authority of New York and New Jersey (“Port Authority”), of said facilities herewith agrees with the State of New York acting through the Commissioner of Transportation that this agreement shall apply to the accommodation of these utility facilities. Any adjustment of said facilities will be accomplished under the terms of this agreement, in accordance with the Rules and Regulations Governing the Accommodation of Utilities within the State Highway Right-of-Way and in accordance with the contract plans, specifications, proposal, amendment(s) or change order(s). The work described herein is subject to change pending the design details and schedule developed by New York State Department of Transportation’s design-build contractor. The said design-build contractor will coordinate with the owner in developing a Final Utility Work Agreement to be entered into by the owner, the contractor and New York State Department of Transportation. I. Existing Facilities The existing Port Authority facilities presently located in Queens County; New York within the New York State Right of Way as shown on the plans for the proposed transportation project are to be adjusted as follows: The following requirements are preliminary and shall apply to the NYSDOT Design-Builder scope of work.
1. Provide a minimum of 1’-4’’ clearance from the existing utility backfill envelope to any new sheeting/shoring and subsurface concrete structures. Design-Builder shall reference the typical construction clearance drawing DWG. SK-CLEARANCE in the Reference Documents section of the RFP.
2. There are no requirements for vibration limitations.
3. 3’’ dia. PVC conduits typically run with and just above or below the 138-kV pipe. The maximum unsupported length of these conduits during any open excavation operations is 6 feet. Reference the temporary support detail drawing DWG. SK-SUPPORT in the Reference Documents section of the RFP.
4. 8’’ dia. Schedule 40 steel pipe encases the 138-kV cable in a high-pressure gas filled envelope. This pipe has a protective exterior coating and includes cathodic protection. The maximum
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unsupported length of this pipe during any open excavation operations is 10 feet. Design-Builder shall reference the temporary support detail drawing DWG. SK-SUPPORT in the Reference Documents section of the RFP.
5. Provide a minimum of 1’-4’’ clearance from the existing utility backfill envelope to any new underground utility piping for gas, water, and sewer systems. Design-Builder shall reference the typical construction clearance drawing DWG. SK-CLEARANCE in the Reference Documents section of the RFP.
6. For steam mains/services six inches and over in size, duct bank systems of six ducts or more and all other pipe type feeders that are external heat sources provide a minimum face-to-face separation of not less than twelve feet for horizontal runs nor less than two feet for right-angle crossings.
7. For steam mains under six inches in size and for power duct bank systems of four ducts or less, the separation shall be not less than six feet in a horizontal direction and 1.5 feet in a vertical direction.
8. Limit loading to standard AASHTO H-20 loading conditions from existing surface without prior approval.
9. No specific shutdown requirements are identified at this time. This will be reviewed again when the final limits of all facility rework have been determined.
10. Material lead time is anticipated to be 10-12 months, if required.
11. There is no potential slack in this system for the underground steel pipe. There is some flexibility to allow for deflection or offset of the 3’’ dia. PVC piping if there is a demonstrated need.
12. Elevation changes are discouraged due to the amount of horizontal spacing required to accommodate the vertical differential. This will generally only be possible in new utility sections of sufficient length where changes in elevation can be incorporated in the design of the new underground section.
13. Conduits do not need to be protected from water within the trench during construction.
14. The conduits should be protected from sparks or other damaging byproducts of welding that must take place nearby.
15. There are no seasonal restrictions assuming that the line is not shut down at any point during construction.
16. There is no set monitoring criteria.
17. It is preferred that no debris be left below the conduits that will decay, such as wood that would be used to support the line during construction.
18. When exposing the line, the existing coating will need to be protected and maintained. This coating is necessary to prevent corrosion of the cables. If the coating is damaged during construction, then the contractor is responsible for repairing to the satisfaction of the Port
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Authority utilizing their coating repair criteria. Refer to the coating standards in the Reference Documents section of the RFP.
19. The backfill shall meet the requirement provided by the owner and follow Con Edison Standards.
20. The Design-Builder shall coordinate with Port Authority for the inspection of the existing 138kV feature as well as the two PVC communication conduits prior to backfilling and post construction. The Design-Builder shall give Port Authority a notice 72 hours prior to backfilling the exposed utility features.
Queens At the Intersection of 94th Avenue/Atlantic Avenue and the Northbound Service Road Existing Facilities:
• 1-8” dia. HPP Steel pipe with 138k-V conductor (gas filled) and 2-3” dia. PVC conduits within the NB Service Road.
The Port Authority facility listed above shall be supported, protected and maintained within the proposed work area of 94th Avenue/Atlantic Avenue Bridge and the northbound service road intersection by the NYSDOT Design-Builder. The alignment of the Port Authority facilities shall remain unchanged. Northbound Service Road from Atlantic Avenue north to 91st Avenue under Long Island Railroad Bridges (I-678)) Existing Facilities:
• 1-8” dia. HPP Steel pipe with 138 kV conductor (gas filled) and 2-3” dia. PVC conduits run within the NB Service Road
The Port Authority facility listed above shall be supported, protected and maintained within the proposed work area under the existing Long Island Railroad Bridges by the NYSDOT Design-Builder. The alignment of the Port Authority facilities shall remain unchanged. The existing shallow cover protection which currently is installed over the existing Port Authority facility shall be maintained and protected. If the shallow cover protection needs to be removed and reinstalled under Contract 2, the contractor shall coordinate with representatives from Port Authority to determine the exact limits.
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II. Financial Responsibility (check appropriate boxes):
The facilities to be adjusted under the terms of this agreement are subject to Section 52 of the State Highway Law, and the cost of this adjustment is the sole responsibility of the owner.
Subdivision 24 of Section 10 of the State Highway Law enables the Commissioner of
Transportation to provide at the expense of the State, for adjustment to a municipally owned utility when such work is necessary as a result of State highway work. (Municipal Agreement required.)
Subdivision 24-b of Section 10 of the State Highway Law enables the Commissioner of
Transportation to participate in the necessary expenses incurred for adjustment of privately, publicly or cooperatively owned facilities, municipal utility facilities, or facilities of a corporation organized pursuant to the State Transportation Corporations Law. (Privately Owned Property Agreement or Reimbursement Agreement required.)
Subdivision 27 of Section 10 of the State Highway Law enables the Commissioner of
Transportation upon the request of a municipality, to perform for and at the expense of such municipality specified work to be included within a State-let contract. (Betterment Resolution required.)
Subdivision 33 of Section 10 of the State Highway Law enables the Commissioner of
Transportation, upon the request of a public utility corporation, to perform for and at the expense of such public utility corporation specified work to be included within a State-let contract.
Subdivision 13 of Section 30 of the State Highway Law enables the Commissioner of
Transportation to enter into an agreement to reimburse with public funds the owner for necessary expenses incurred as a result of this adjustment, or to replace the facilities in kind.
The owner will develop and keep a record of costs in accordance with the New York State
Department of Transportation (NYSDOT) Reimbursement Procedures, and when federal funds participate in the cost, the Federal Highway Administration (FHWA) Federal-Aid Policy Guide Part 645, or as indicated below:
________________________________________________________________________________ ________________________________________________________________________________ ________________________________________________________________________________
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III. Physical Adjustment Method (check appropriate boxes): The actual adjustment or design engineering will be performed by the following method (s):
Contract let by the Commissioner.
Contract let by the Owner, (check applicable statement, i.e., a or b)
a. Best Interests of State.
b. Utility not sufficiently staffed or equipped.
By the Owner’s forces. (For Inspection and Relocation Work) IV. Betterment, Salvage, and Depreciation Credits Due the Project (check appropriate boxes):
There will be no extension of service life, improved capacity nor any other betterment of the facility (as defined by the NYSDOT Utility Reimbursement Procedures and by FHWA Federal-Aid Policy Guide Part 645) as a result of the adjustments made pursuant to this agreement.
There is betterment described as follows:
The owner will not claim reimbursement for that betterment portion of the work but will duly
account for it as required by applicable NYSDOT and FHWA procedures.
The owner hereby agrees to deposit with the Comptroller of the State of New York the amount of $ to cover the cost of the betterment as described above.
The owner agrees to comply with the requirements of the NYSDOT Utility Reimbursement
Procedure and FHWA Federal-Aid Policy Guide Part 645 with the respect to salvage and depreciation credits when applicable.
V. General Covenants
The owner hereby agrees to accept full title and responsibility for the adjusted facility in writing upon satisfactory completion of the work. Such acceptance will acknowledge the owner’s responsibility to maintain the facility in accordance with all applicable codes, standards and regulations, including his obligation, where applicable, to remove any or all of the facility from the highway at the order of the Commissioner of Transportation, all in accordance with the Rules and Regulations Governing the Accommodation of Utilities within the State Highway Right-of-Way. All compensable claims covered by this agreement will be included in one of the following:
A. Privately Owned Property Agreement executed prior to the performance of the work. B. Municipal Agreement executed prior to performance of the work. C. Reimbursement Agreement executed prior to performance of the work. D. Such other agreement as approved by NYSDOT Office of Legal Affairs.
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VI. References
The following documents are herewith incorporated in this agreement be reference (check appropriate boxes)
Federal Highway Administration’s Federal-Aid Policy Guide Part 645.
Contract documents: Contract number _D900050 _______________
PIN __ X735.83__________________________ Plan sheets No. UTL-01 to UTL-11_
Owner’s plan sheets _________________________________________________ Owner’s estimate sheets form No._____________________________________ Resolution dated ____________________, by ___________________________
Granting the State of New York authority to perform the adjustment for the owner. Agreeing to maintain facilities adjusted via State-let contract. Authorizing deposit of funds by the owner.
Certification by the owner or his agent that he has the legal authority to enter into this agreement.
_______________________________________________________________________________________ (Print/Type Name) Utility Owner or Agent (Signature) Title Date
_____________________________________________Main Office Utilities Engineer___________________ For NYSDOT Commissioner of Transportation Title Date
HC-140 (X/X) NEW YORK STATE DEPARTMENT OF TRANSPORTATION REF. #1B
Pg. 1 of 4 PRELIMINARY UTILITY WORK AGREEMENT – VERIZON COMMUNICATIONS
DESIGN-BUILD CONTRACT
REV. 1 Date Modified: 03/17/2020
Since the construction, reconstruction, or maintenance of the transportation project described below, identified as:
Project Identification No.:X735.83 F.A. Project No.:
ROW Declaration No.: Map Nos.:
Parcel Nos.: County of: Queens
Contract No.: D900050
Project Description: Van Wyck Expressway (VWE) Capacity and Access Improvement to JFK Airport -Contract 2
necessitates the adjustment of utility facilities as hereinafter described (the “Project”), the owner, Verizon Communications Incorporated, of said facilities herewith agrees with the State of New York acting through the Commissioner of Transportation that this agreement shall apply to the accommodation of these utility facilities. Any adjustment of said facilities will be accomplished under the terms of this agreement, in accordance with the Rules and Regulations Governing the Accommodation of Utilities within the State Highway Right-of-Way and in accordance with the contract plans, specifications, proposal, amendment(s) or change order(s). The work described herein is subject to change pending the design details and schedule developed by New York State Department of Transportation’s design-build contractor. The said contractor will coordinate with the owner in developing a Final Utility Work Agreement to be entered into by the owner, the contractor and New York State Department of Transportation. I. Existing Facilities The existing Verizon Communications Incorporated facilities presently located in Queens County, New York within the New York State Right of Way as shown on the plans for the proposed transportation project are to be adjusted as follows for an estimated: $ XXXXXXXXX Queens BIN 1055699 94th Avenue & Atlantic Avenue over Van Wyck Expressway (I-678)
• Verizon has 4-3.5” abandoned Transite ducts running E-W towards the south fascia of the 94th Avenue & Atlantic Avenue Bridge.
NYSDOT Contractor Scope – Bridge Replacement:
a. The NYSDOT Design-Builder shall permanently remove the existing abandoned 4-3.5” Transite ducts towards the south fascia of the 94th Avenue & Atlantic Avenue Bridge. Removal of existing Transite material shall follow hazardous material specifications.
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REV. 1 Date Modified: 03/17/2020
II. Financial Responsibility (check appropriate boxes):
The facilities to be adjusted under the terms of this agreement are subject to Section 52 of the State Highway Law, and the cost of this adjustment is the sole responsibility of the owner.
Subdivision 24 of Section 10 of the State Highway Law enables the Commissioner of
Transportation to provide at the expense of the State, for adjustment to a municipally owned utility when such work is necessary as a result of State highway work. (Municipal Agreement required.)
Subdivision 24-b of Section 10 of the State Highway Law enables the Commissioner of
Transportation to participate in the necessary expenses incurred for adjustment of privately, publicly or cooperatively owned facilities, municipal utility facilities, or facilities of a corporation organized pursuant to the State Transportation Corporations Law. (Privately Owned Property Agreement or Reimbursement Agreement required.)
Subdivision 27 of Section 10 of the State Highway Law enables the Commissioner of
Transportation upon the request of a municipality, to perform for and at the expense of such municipality specified work to be included within a State-let contract. (Betterment Resolution required.)
Subdivision 33 of Section 10 of the State Highway Law enables the Commissioner of
Transportation, upon the request of a public utility corporation, to perform for and at the expense of such public utility corporation specified work to be included within a State-let contract.
Subdivision 13 of Section 30 of the State Highway Law enables the Commissioner of
Transportation to enter into an agreement to reimburse with public funds the owner for necessary expenses incurred as a result of this adjustment, or to replace the facilities in kind.
The owner will develop and keep a record of costs in accordance with the New York State
Department of Transportation (NYSDOT) Reimbursement Procedures, and when federal funds participate in the cost, the Federal Highway Administration (FHWA) Federal-Aid Policy Guide Part 645, or as indicated below:
________________________________________________________________________________ ________________________________________________________________________________ ________________________________________________________________________________
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REV. 1 Date Modified: 03/17/2020
III. Physical Adjustment Method (check appropriate boxes): The actual adjustment or design engineering will be performed by the following method (s):
Contract let by the Commissioner.
Contract let by the Owner, (check applicable statement, i.e., a or b)
a. Best Interests of State.
b. Utility not sufficiently staffed or equipped.
By the Owner’s forces. (For Inspection and Relocation Work) IV. Betterment, Salvage, and Depreciation Credits Due the Project (check appropriate boxes):
There will be no extension of service life, improved capacity nor any other betterment of the facility (as defined by the NYSDOT Utility Reimbursement Procedures and by FHWA Federal-Aid Policy Guide Part 645) as a result of the adjustments made pursuant to this agreement.
There is betterment described as follows:
The owner will not claim reimbursement for that betterment portion of the work but will duly
account for it as required by applicable NYSDOT and FHWA procedures.
The owner hereby agrees to deposit with the Comptroller of the State of New York the amount of $ XXXXXXXXX to cover the cost of the betterment as described above.
The owner agrees to comply with the requirements of the NYSDOT Utility Reimbursement
Procedure and FHWA Federal-Aid Policy Guide Part 645 with the respect to salvage and depreciation credits when applicable.
V. General Covenants
The owner hereby agrees to accept full title and responsibility for the adjusted facility in writing upon satisfactory completion of the work. Such acceptance will acknowledge the owner’s responsibility to maintain the facility in accordance with all applicable codes, standards and regulations, including his obligation, where applicable, to remove any or all of the facility from the highway at the order of the Commissioner of Transportation, all in accordance with the Rules and Regulations Governing the Accommodation of Utilities within the State Highway Right-of-Way. All compensable claims covered by this agreement will be included in one of the following:
A. Privately Owned Property Agreement executed prior to the performance of the work. B. Municipal Agreement executed prior to performance of the work. C. Reimbursement Agreement executed prior to performance of the work. D. Such other agreement as approved by NYSDOT Office of Legal Affairs.
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Pg. 4 of 4 PRELIMINARY UTILITY WORK AGREEMENT – VERIZON COMMUNICATIONS
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REV. 1 Date Modified: 03/17/2020
VI. References
The following documents are herewith incorporated in this agreement be reference (check appropriate boxes)
Federal Highway Administration’s Federal-Aid Policy Guide Part 645.
Contract documents: Contract number _D900050 _______________
PIN __ X735.83__________________________ Plan sheets No. UTL-01 TO UTL-11
Owner’s plan sheets _________________________________________________ Owner’s estimate sheets form No._____________________________________ Resolution dated ____________________, by ___________________________
Granting the State of New York authority to perform the adjustment for the owner. Agreeing to maintain facilities adjusted via State-let contract. Authorizing deposit of funds by the owner.
Certification by the owner or his agent that he has the legal authority to enter into this agreement.
_______________________________________________________________________________________ (Print/Type Name) Utility Owner or Agent (Signature) Title Date
_____________________________________________Main Office Utilities Engineer___________________ For NYSDOT Commissioner of Transportation Title Date
HC-140 (X/X) NEW YORK STATE DEPARTMENT OF TRANSPORTATION REF. #2B
Pg. 1 of 13 PRELIMINARY UTILITY WORK AGREEMENT – CON EDISON ELECTRIC
DESIGN-BUILD CONTRACT
REV. 2 Date Modified: 03/13/2020
Since the construction, reconstruction, or maintenance of the transportation project described below, identified as:
Project Identification No.:X735.83 F.A. Project No.:
ROW Declaration No.: Map Nos.:
Parcel Nos.: County of: Queens
Contract No.: D900050
Project Description: Van Wyck Expressway (VWE) Capacity and Access Improvement to JFK Airport -Contract 2
necessitates the adjustment of utility facilities as hereinafter described (the “Project”), the owner, Consolidated Edison Company of New York (“Con Ed” or “Owner”), of said facilities herewith agrees with the State of New York acting through the Commissioner of Transportation that this agreement shall apply to the accommodation of these utility facilities. Any adjustment of said facilities will be accomplished under the terms of this agreement, in accordance with the Rules and Regulations Governing the Accommodation of Utilities within the State Highway Right-of-Way and in accordance with the contract plans, specifications, proposal, amendment(s) or change order(s). The work described herein is subject to change pending the design details and schedule developed by New York State Department of Transportation’s design-build contractor. The said contractor will coordinate with the owner in developing a Final Utility Work Agreement to be entered by the owner, the contractor and New York State Department of Transportation. The existing Con Edison facilities are to be abandoned, removed, protected/supported or replaced as defined in this agreement. I. Existing Facilities The existing Con Edison Company facilities presently located in Queens County, New York within the New York State Right of Way as shown on the plans for the proposed transportation project are to be adjusted as follows for a fixed price lump sum: $ XXXXXXXXX Queens BIN 1055699 94th Avenue & Atlantic Avenue over Van Wyck Expressway (I-678)
• 4-4” transite conduits run from MH #M-8292 towards the south fascia of the bridge to MH #M-11217. 2 empty conduits, 2 dead feeders.
• 4-4” transite conduits run from MH #M-8291 towards the north fascia of the bridge to MH #M-8262. All 4 conduits are empty.
• 2-4” concrete duct conduits run from MH #M-8292 to Box #52048 to the west bridge approach.
• On SB Service Road, 17-4” fiber conduits from MH #M-144 to MH #M-145.
• 6-4” concrete duct and 4-5” concrete duct conduits run from MH #M-14180 to MH #M-17273.
• 2-4” fiber conduits run from MH #M-145 to Box #52048 to Box #53712.
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• 10-4” fiber conduits run from MH #M-145 to MH #M-146
• 2-4” concrete ducts run from MH #M-145 to MH #M-8292
• 2-4” fiber conduits run from MH #M-8292 to MH #M-14180
• 11-4” fiber conduits run from MH #M-8292 to MH #M-145
• 2-4” concrete ducts run from MH #M-8292 to MH #M-17273
• 2-4” fiber conduits run from MH #M-8291 to MH #M-17273.
• At the intersection of the NB Service Road and 94th Avenue, there are a couple service feed line to light poles from MH #M-8262, one to northwest corner of the intersection and the other in the southeast corner.
• 2-4” concrete duct conduits run from the east bridge approach to Box #51230 to MH #M-11217.
• 6-4” concrete conduits run from MH #M8261 to Transformer vault TM-4222.
• On the NB Service Road, 6-4” concrete duct conduits run from MH #M-12947 to MH #M-12948.
• 2-4” concrete duct conduits run from Box #51321 to Box #51320 to MH #M-8261 to Box #51319.
• 6-4” concrete duct conduits run from MH #M-8261 to MH #M-8263 All Con Edison facilities listed above shall be supported, protected and maintained within the proposed work area of Atlantic Avenue Bridge by the NYSDOT Design-Builder.
Con Edison Scope:
Con Edison shall be responsible for performing all work on all conductors (installation & removal, splicing, de-energizing & energizing). Con Edison will not take electric line outages during summer peak load period, which is June 1st to September 15th Con Edison will furnish conductors, conduits, manholes, shallow cover protection steel plates, etc. Con Edison will remove all cable and equipment from manholes/boxes/conduits prior to removal/abandoning facilities.
NYSDOT Design-Builder Scope – Bridge Replacement:
a. The NYSDOT Contractor to relocate existing 2-4” fiber ducts from M-17273 to M-8291 by installing, rodding and roping 2-5” Precast Concrete ducts (PCD) between M-New5 and M-8291. Existing conduits to be removed/ abandoned as necessary. New conduit lane and manhole location shall be coordinated with Con Edison and determined in field.
b. The NYSDOT Contractor to relocate existing 6-4” concrete duct 4-5” concrete duct
conduits from MH #M-17273 to MH #M-14180 by installing, rodding and roping 6-5” Precast Concrete ducts (PCD) between M-New 5 and M-New 6. Existing conduits to be removed/ abandoned as necessary. New conduit lane and manhole locations shall be coordinated with Con Edison and determined in the field.
c. The NYSDOT Contractor shall relocate existing M-14180 by installing new manhole
M-New6 and remove/abandon existing M-14180. New manhole shall be precast cable manhole – Type M 11-6, with 11’-6” X 4’-6” X 6’-6” dimensions. New manhole location shall be coordinated with Con Edison and determined in field.
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d. The NYSDOT Contractor to relocate existing 4-4” concrete ducts from M-8292 to
M-14180 by installing, rodding and roping 4-5” Precast Concrete ducts (PCD) between M-8292 and M-New6. Existing conduits to be removed/ abandoned as necessary. New conduit lane and manhole location shall be coordinated with Con Edison and determined in field.
e. The NYSDOT Contractor to install, rod and rope 6-5” Precast Concrete ducts
(PCD) between M-8291 and M-New6. New conduit lane and manhole location shall be coordinated with Con Edison and determined in field
f. The NYSDOT Contractor shall enlarge existing manhole M-8291. Existing
dimensions of manhole are 11’-6”X 4’-6”X 6’-6”. Enlarged manhole dimensions shall be 14’-0”X 4’-6”X6’-6” or as directed by Con Edison field representative in accordance to all applicable Con Edison standards and specifications.
g. The NYSDOT Contractor shall install, rod and rope 4-5” steel conduits on the new
94th Ave. & Atlantic Ave. Superstructure towards the south fascia from MH #M-8292 to MH #M-11217. Steel conduits shall transition to precast concrete ducts (PCD) beyond the approach slab.
h. The NYSDOT Contractor shall install, rod and rope 6-5” steel conduits on the new 94th Ave. & Atlantic Ave. Superstructure towards the north fascia from MH #M-8291 to MH #M-8262. Steel conduits shall transition to precast concrete ducts (PCD) beyond the approach slab.
i. The NYSDOT Contractor shall permanently abate, remove and dispose of existing
4-4” transite ducts located toward the north fascia and 4-4” transite ducts located toward the south fascia of the Atlantic Avenue Bridge Superstructure. Transite conduit removal shall be coordinated with Con Edison and performed in accordance Con Edison standards for handling and abatement of ACM.
j. The alignment of the Con Edison facilities shall be coordinated with Con Edison and other proposed utilities and constructed in accordance to all applicable Con Edison standards and specifications. NYSDOT Contractor shall submit as-built drawings for all new ducts installed to Con Edison Field Representative, provide survey of location against new curb alignment and provide exact dimensions for rodding report.
k. The NYSDOT Contractor shall supply utility supports and appurtenances
necessary to attach the conduits to the bridge in accordance to all applicable Con Edison standards and specifications.
l. The NYSDOT Contractor shall furnish all materials that are not being provided by
Con Edison. m. The NYSDOT Contractor shall notify Con Edison of installation schedule at least
30 days before materials are required on site.
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Anticipated Timeframe for NYSDOT Contractor Scope:
Based on historic data for similar scope, it is anticipated the proposed work shall require the following:
a. Once the conduit is installed, rodded and roped by the NYSDOT Contactor and accepted by Con Edison.
i. Con Edison would require 4 weeks to pull a section of cable. ii. A section of cable is from manhole to manhole.
iii. The section can have one cable pull or multiple cable pulls, the timeframe would still be 4 weeks per section.
b. Once all the cable is pulled Con Edison would then require 4 weeks for each primary feeder outage. Since the feeders are all part of the same network only one feeder outage can be taken at a time for reliability concerns.
i. 94th Avenue & Atlantic Avenue shall have 3 primary feeders in proposed condition, time for feeder splicing, de-energizing, re-energizing, and testing shall be 12 weeks.
c. Con Edison requires a total of 16 weeks to complete the cable work at these locations.
Northbound and Southbound Service Roads from Atlantic Avenue to 91st Avenue (Van Wyck Expressway under Long Island Railroad Bridges (I-678)) Existing Facilities:
• 13-4” fiber conduits cross under VWE from MH #M-143 to MH #M-8085 approximately at STA. SB 172+25.
• 2-4” fiber conduits cross under VWE from MH #M-143 to MH Box #51560.
• A 4” retired fiber conduit cross under VWE from MH #M-143 to Dead End “M”.
• 5-4” retired fiber conduits cross under VWE from MH #M-143 to Dead End “N”.
• A 4” retired fiber conduits from MH #M-143 to Dead End “J”.
• A 2” iron conduit runs from MH #M-143 to NYC Lighting
• A 4” retired fiber conduits from MH #M-144 to Dead End “B”
• 4-4” concrete/steel conduits cross under VWE from MH #M-8036 to MH #M-8037 (manhole inside Jamaica Substation).
• On the SB Service Road and 91st Avenue intersection, 2-4” concrete ducts south run from Vaults VS-9104 & VS-8779 to MH #M-17006.
• 6-4” concrete and 4-5” concrete ducts run from MH #M-279 to MH #M-17006.
• 12-4” fiber conduits run from MH #M-19461 to MH #M-646.
• 4-5” concrete ducts run from MH #M-19461 to MH #M-8036.
• 17-4” fiber conduits run south from MH #M-646 to MH #M-142 (10 retired).
• 15-4” fiber conduits run south from MH #M-142 to MH #M-8036 (5 retired).
• 13-4” fiber conduits run south from MH #M-8036 to MH #M-143 (5 retired).
• 17-4” fiber conduits run south from MH #M-143 to MH #M-144 (9 retired).
• 17-4” fiber conduits run south from MH #M-144 to MH #M-145 (9 retired).
• 7-4” concrete ducts run from MH #M-142 to Bus Compartment (1 retired).
• 4-4” concrete ducts run from MH #M-17006 to MH #M-14177.
• 6-4” concrete ducts run from MH #M-8036 to MH #M-14177.
• 2-8” HPP Con Ed critical facilities run south from MH #M-7075 to MH #M-7076.
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• 2-8” HPP Con Ed critical facilities run from MH #M-7076 to Jamaica Substation.
• 4-5” high-density polyethylene (PVC) conduits run from MH #M-14177 to MH # M-14180.
• 6-4” concrete ducts run south from MH #M-14177 to MH # M-14180.
• 13-4” fiber conduits run from MH #M-646 to Dead End “B” (retired).
• 4-4” retired fiber conduits run from Dead End “A” to MH #M-646.
• 7-4” retired fiber conduits run from MH #M-279 to Dead End “C”.
• A 1” thermocouple runs from MH #M-7076 to Dead End.
• 6-4” retired fiber conduits run from Dead End “Y” to MH #M-142.
• 3-4” retired fiber conduits run from MH #M-142 to Dead End “K”.
• 12-4” retired fiber conduits run from MH #M-142 to Dead End “J”.
• 6-4” fiber conduits run from MH #M-143 to Dead End “E”.
• 2-4” fiber conduits run from MH #M-143 to Dead End “F”.
• A 4” fiber conduit runs from MH #M-146 to Dead End “A”.
• A 4” retired fiber conduit runs from Dead End “F” to MH #M-144
• On the NB Service Road, 6-4” concrete ducts run from MH #M-12948 to MH #M-12949.
• 2-4” concrete ducts run north from Box #51318 to MH #M-8327 to Box #51560.
• 2-5” concrete ducts run from MH #M-8327 to MH #M-12949.
• 6-4” concrete conduits run from MH #M-8327 to MH #M-8261.
• 2-4” concrete conduits run from MH #M-8327 to MH #M-8037.
• A4” concrete conduit runs from MH #M-8261 to VS-1281.
• 4-4” concrete conduits run from MH #M-8327 to MH #M-8085.
• 2-4” concrete conduits run from MH #M-8327 to MH #M-19219.
• 4-4” concrete conduits run from MH #M-12949 to MH #M-20318.
• 4-4” concrete conduits run from MH #M-12949 to MH #M-8035.
• 4-5” HDPE conduits run from MH #M-72003 to MH #M-8085.
• 2-4” concrete conduits run from MH #M-72003 to MH #M-8327.
• 4-5” HDPE conduit run from MH #M-72003 to MH #M-1427.
• 2-4” concrete conduits run from MH #M-72003 to MH #M-19219.
• A 8” HPP Con Ed critical facility runs from MH #M-12440 to MH #M-7103.
• A 8” HPP Con Ed critical facility runs from MH #M-7102(manhole inside Jamaica Substation) to MH #M-7103.
• 4-5” concrete conduits run from MH #M-19219 to MH #M-8197.
• 6-5” concrete conduits run from MH #M-8197 to MH #M-8035.
• 2-4” concrete conduits run from MH #M-19219 to Box #50928.
• 8-5” concrete conduits run from MH #M-19219 to MH #M-8197.
• 2-4” concrete conduits run from Box #50928 to MH #M-8197.
• 9-4” fiber conduits run west crossing under VWE from MH #M-1427 to MH #M-652.
• 3-4” fiber conduits run from MH #M-652 to dead end “B”.
• 8-4” fiber conduits run west crossing under VWE from MH #M-652 to MH #M-646.
• 4-4” fiber conduits run west crossing under VWE from MH #M-652 to MH #M-279.
• 4-4” concrete conduits run from MH #M-1427 to MH #M-8197.
• 4-4” concrete conduits run from Dead End “H” to MH #M-8197.
• 2-5” concrete conduits run from Dead End “L” to MH #M-8197.
• 2-5” concrete conduits run from MH #M-8327 to MH #M-8037.
• 2-4” concrete conduits run from Dead End “D” to MH #M-19219.
• 2-4” concrete conduits run from MH #M-12949 to Dead End “I”.
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• 4-5” concrete conduits run from MH #M-19219 to MH #M-8034.
• 2-4” concrete conduits run from Dead End “A” to MH #M-12948.
• 2-4” concrete conduits run from MH #M-11217 to MH #M-8261.
• 4-4” concrete conduits run from MH #M-8262 to MH #M-8261.
• 5-4” concrete conduits run from TM-4222 to MH #M-8261 (1 retired).
• 4-4” concrete conduits run from Box #51319 to MH #M-23431.
• 2-4” concrete conduits run from MH #M-8263 to Box #51321 to Box #51320 to MH #M-8261 to Box #51319 to Box #60890 to Box #51318.
• 6-4” concrete conduits run from MH #M-8263 to MH #M-8261 All Con Edison facilities listed above shall be supported, protected and maintained within the proposed work area by the NYSDOT Contractor.
Con Edison Scope:
Con Edison shall be responsible for performing all work on all conductors (installation & removal, splicing, de-energizing & energizing). Con Edison will not take electric line outages during summer peak load period, which is June 1st to September 15th Con Edison will furnish conductors, conduits, manholes, shallow cover protection steel plates, etc. Con Edison will remove all cable and equipment from manholes/boxes/conduits prior to removal/abandoning facilities.
NYSDOT Contractor Scope:
a. The NYSDOT contractor shall protect and then encase the existing 17-4” fiber conduits from M-143 to M-144 in concrete and install 1” steel protection plate on top of the conduit in accordance to all applicable Con Edison standards and specifications.
b. The NYSDOT Contractor shall relocate existing M-14177 by installing new manhole M-New7 and remove/abandon existing M-14177. New manhole shall be precast cable manhole – Type M 11-6, with 11’-6” X 4’-6” X 6’-6” dimensions. New manhole location shall be coordinated with Con Edison and determined in field.
c. The NYSDOT Contractor to relocate existing 6-4” Concrete ducts and 4-5” PVC ducts from M-14180 to M-14177 by installing, rodding and roping 10-5” Precast Concrete ducts (PCD) between M-New6 and M-New7. Existing conduits to be removed/ abandoned as necessary. Within the LIRR bridge area (approx. STA. SB 169+50 to SB 172+50) these PCD conduits shall have phenolic board and 3/8” steel plates installed between the proposed and existing conduit when separation is less than 10 feet. Phenolic board will be installed in 2 layers with a 3/8” steel plate in between and the phenolic board will be overlapped and staggered in order to minimize seams and shifting. The entire trench shall have horizontal steel plates installed in accordance to all applicable Con Edison standards and specifications. New conduit lane and manhole location shall be coordinated with Con Edison and determined in field.
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d. The NYSDOT Contractor to relocate existing 6-4” Concrete ducts from M-14177 to M-8036 by installing, rodding and roping 4-5” Precast Concrete ducts (PCD) between M-New7 and M-8036. Existing conduits to be removed/ abandoned as necessary. New conduit lane and manhole location shall be coordinated with Con Edison and determined in field.
e. The NYSDOT Contractor shall relocate existing M-17006 by installing new
manhole M-New8 and remove/ abandon existing M-17006. The NYSDOT contractor shall dig test pit to locate the existing 12-4” fiber conduit run from M-652 to M-646 and M-652 to M-279 and new manhole location shall capture these existing conduits. New manhole shall be field constructed cable manhole – Type M 11-6, with 11’-6” X 4’-6” X 6’-6” dimensions. New manhole location shall be coordinated with Con Edison and determined in field.
f. The NYSDOT Contractor to relocate existing 4-4” Concrete ducts from M-14177 to
M-17006 by installing, rodding and roping 6-5” Precast Concrete ducts (PCD) between M-New7 and M-New8. Existing conduits to be removed/ abandoned as necessary. New conduit lane and manhole location shall be coordinated with Con Edison and determined in field.
g. The NYSDOT Contractor to relocate existing 2-4” Concrete ducts from M-17006 to
VS-9104 and VS-8779 by installing, rodding and roping 2-5” Precast Concrete ducts (PCD) between M-New8 and VS-9104 and VS-8779 (1 conduit to each vault, common trench). Existing conduits to be removed/ abandoned as necessary. New conduit lane and manhole location shall be coordinated with Con Edison and determined in field.
h. Due to reduction of sidewalk, The NYSDOT Contractor shall relocate existing Bus
Compartment by installing new field constructed manhole M-New12 and remove/ abandon existing bus compartment. New manhole location shall be coordinated with Con Edison and determined in field.
i. The NYSDOT Contractor to relocate existing 8-4” Concrete ducts from M-142 to
Bus Compartment by installing, rodding and roping 8-4” Precast Concrete ducts (PCD) between M-142 and M-New12. Existing conduits to be removed/ abandoned as necessary. New conduit lane and manhole location shall be coordinated with Con Edison and determined in field.
j. The NYSDOT Contractor shall install new manhole M-New11. Manhole M-New11
shall capture the conduit run from M-12947 to M-12948 to M-12949. The NYSDOT contractor shall dig test pit to locate the existing 6-4” concrete conduit run from M-12948 to M-12947 and new manhole location shall capture these existing conduits. New manhole shall be field constructed cable manhole – Type M 11-6, with 11’-6” X 4’-6” X 6’-6” dimensions. New manhole location shall be coordinated with Con Edison and determined in field.
k. The NYSDOT Contractor shall install new manhole M-New9. Manhole M-New 9 shall capture the conduit run from M-20318 to M-12949. The NYSDOT contractor shall dig test pit to locate the existing 4-4” fiber conduit run from M-12949 to M-
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20318 and new manhole location shall capture these existing conduits. New manhole shall be field constructed cable manhole – Type M 11-6, with 11’-6” X 4’-6” X 6’-6” dimensions. New manhole location shall be coordinated with Con Edison and determined in field.
l. The NYSDOT Contractor to relocate existing 6-4” Concrete ducts from M-12947 to M-12948 to M-12949 by installing, rodding and roping 8-5” Precast Concrete ducts (PCD) between M-New11 and M-New9. Existing conduits to be removed/ abandoned as necessary. New conduit lane and manhole location shall be coordinated with Con Edison and determined in field.
m. The NYSDOT Contractor shall remove existing M-12948, due to proposed retaining
wall.
n. The NYSDOT Contractor shall relocate existing M-12949 by installing new manhole M-New10 and remove/ abandon existing M-12949. Manhole M-New10 shall capture the conduit run from M-8038. The NYSDOT contractor shall dig test pit to locate the existing 4-4” fiber conduit run from M-12949 to M-8035 and new manhole location shall capture these existing conduits. New manhole shall be slotted precast cable manhole – Type M 11-6SL, with 11’-6” X 4’-6” X 6’-6” dimensions. New manhole location shall be coordinated with Con Edison and determined in field.
o. The NYSDOT Contractor shall install new manhole M-New14. New manhole shall
be Precast cable manhole – Type M 11-6 with integral floor, with 11’-6” X 4’-6” X 6’-6” dimensions. New manhole location shall be coordinated with Con Edison and determined in field.
p. The NYSDOT Contractor shall install, rod and rope 6-5” Precast Concrete ducts
(PCD) between M-8262 (on 94th Avenue) and M-New14. These conduits shall bypass existing M-8327. Within the LIRR bridge area (approx. STA. NB 169+50 to NB 172+25) these PCD conduits shall have phenolic board and 3/8” steel plates installed between the proposed and existing conduit when separation is less than 10 feet. Phenolic board will be installed in 2 layers with a 3/8” steel plate in between and the phenolic board will be overlapped and staggered in order to minimize seams and shifting. The entire trench shall have horizontal steel plates installed in accordance to all applicable Con Edison standards and specifications. New conduit lane and manhole location shall be coordinated with Con Edison and determined in field.
q. The NYSDOT Contractor to relocate existing 8-4” Concrete ducts from M-12948 to
M-12949 by installing, rodding and roping 8-5” Precast Concrete ducts (PCD) between M-12948 and M-New9. Existing conduits to be removed/ abandoned as necessary. Within the LIRR bridge area (approx. STA. NB 169+50 to NB 172+25) these PCD conduits shall have phenolic board and 3/8” steel plates installed between the proposed and existing conduit when separation is less than 10 feet. Phenolic board will be installed in 2 layers with a 3/8” steel plate in between and the phenolic board will be overlapped and staggered in order to minimize seams and shifting. The entire trench shall have horizontal steel plates installed in
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accordance to all applicable Con Edison standards and specifications. New conduit lane and manhole location shall be coordinated with Con Edison and determined in field.
r. The NYSDOT Contractor to relocate existing 6-4” concrete duct run from M-8261 to M-8327 by installing, rodding and roping 8-5” Precast Concrete ducts (PCD) to the east of the existing conduit run between M-8261 and M-8327. These conduits shall bypass existing Box #51318. Existing conduits to be removed/ abandoned as necessary. Within the LIRR bridge area these PCD conduits shall have phenolic board and 3/8” steel plates installed between the proposed and existing conduit when separation is less than 10 feet. Phenolic board will be installed in 2 layers with a 3/8” steel plate in between and the phenolic board will be overlapped and staggered in order to minimize seams and shifting. The entire trench shall have horizontal steel plates installed in accordance to all applicable Con Edison standards and specifications. New conduit lane shall be coordinated with Con Edison and determined in the field.
s. The NYSDOT Contractor to relocate existing 2-4” concrete duct run from Box
#51318 to M-8327 by installing, rodding and roping 2-4” Precast Concrete ducts (PCD) to the east of the existing conduit run between Box #51318 and M-8327. Existing conduits to be removed/ abandoned as necessary. Within the LIRR bridge area these PCD conduits shall have phenolic board and 3/8” steel plates installed between the proposed and existing conduit when separation is less than 10 feet. Phenolic board will be installed in 2 layers with a 3/8” steel plate in between and the phenolic board will be overlapped and staggered in order to minimize seams and shifting. The entire trench shall have horizontal steel plates installed in accordance to all applicable Con Edison standards and specifications. New conduit lane shall be coordinated with Con Edison and determined in the field.
t. The NYSDOT Contractor to relocate existing 2-5” Concrete ducts from M-8327 to M-12949 by installing, rodding and roping 4-5” Precast Concrete ducts (PCD) between M-8327 and M-New10. Existing conduits to be removed/ abandoned as necessary. Within the LIRR bridge area (from M-8327 to approx. STA. NB 172+25) these PCD conduits shall have phenolic board and 3/8” steel plates installed between the proposed and existing conduit when separation is less than 10 feet. Phenolic board will be installed in 2 layers with a 3/8” steel plate in between and the phenolic board will be overlapped and staggered in order to minimize seams and shifting. The entire trench shall have horizontal steel plates installed in accordance to all applicable Con Edison standards and specifications. New conduit lane and manhole location shall be coordinated with Con Edison and determined in the field.
u. The NYSDOT Contractor shall install new manhole M-New13. Manhole M-New13 shall capture the conduit run from M-1427 to M-652. The NYSDOT contractor shall dig test pit to locate the existing 9-4” fiber conduit run from M-652 to M-1427 and new manhole location shall capture these existing conduits. New manhole shall be field constructed cable manhole – Type M 11, with 11’-6” X 4’-6” X 6’-6”
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dimensions. New manhole location shall be coordinated with Con Edison and determined in field.
v. The NYSDOT Contractor shall install, rod and rope 6-5” Precast Concrete ducts
(PCD) between M-New14 and M-New13. New conduit lane and manhole locations shall be coordinated with Con Edison and determined in field.
w. The alignment of the Con Edison facilities shall be coordinated with Con Edison
and other proposed utilities and constructed in accordance to all applicable Con Edison standards and specifications. NYSDOT Contractor shall submit as-built drawings for all new ducts installed to Con Edison Field Representative, provide survey of location against new curb alignment and provide exact dimensions for rodding report.
x. The NYSDOT Contractor shall furnish all materials that are not being provided by Con Edison.
y. The NYSDOT Contractor shall notify Con Edison of installation schedule at least 30 days before materials are required on site.
Anticipated Timeframe for NYSDOT Contractor Scope:
Based on historic data for similar scope, it is anticipated the proposed work shall require the following:
a. Once the conduit is installed, rodded and roped by the NYSDOT Contactor and accepted by Con Edison.
i. Con Edison would require 4 weeks to pull a section of cable. ii. A section of cable is from manhole to manhole.
iii. The section can have one cable pull or multiple cable pulls, the timeframe would still be 4 weeks per section.
b. Once all the cable is pulled Con Edison would then require 4 weeks for each primary feeder outage. Since the feeders are all part of the same network only one feeder outage can be taken at a time for reliability concerns.
i. Service road area mentioned above has 11 primary feeders, time for feeder splicing, de-energizing, re-energizing, and testing shall be 44 weeks.
c. Con Edison requires a total of 52 weeks to complete the cable work at these locations.
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II. Financial Responsibility (check appropriate boxes):
The facilities to be adjusted under the terms of this agreement are subject to Section 52 of the State Highway Law, and the cost of this adjustment is the sole responsibility of the owner.
Subdivision 24 of Section 10 of the State Highway Law enables the Commissioner of
Transportation to provide at the expense of the State, for adjustment to a municipally owned utility when such work is necessary as a result of State highway work. (Municipal Agreement required.)
Subdivision 24-b of Section 10 of the State Highway Law enables the Commissioner of
Transportation to participate in the necessary expenses incurred for adjustment of privately, publicly or cooperatively owned facilities, municipal utility facilities, or facilities of a corporation organized pursuant to the State Transportation Corporations Law. (Privately Owned Property Agreement or Reimbursement Agreement required.)
Subdivision 27 of Section 10 of the State Highway Law enables the Commissioner of
Transportation upon the request of a municipality, to perform for and at the expense of such municipality specified work to be included within a State-let contract. (Betterment Resolution required.)
Subdivision 33 of Section 10 of the State Highway Law enables the Commissioner of
Transportation, upon the request of a public utility corporation, to perform for and at the expense of such public utility corporation specified work to be included within a State-let contract.
Subdivision 13 of Section 30 of the State Highway Law enables the Commissioner of
Transportation to enter into an agreement to reimburse with public funds the owner for necessary expenses incurred as a result of this adjustment, or to replace the facilities in kind.
The owner will develop and keep a record of costs in accordance with the New York State
Department of Transportation (NYSDOT) Reimbursement Procedures, and when federal funds participate in the cost, the Federal Highway Administration (FHWA) Federal-Aid Policy Guide Part 645, or as indicated below:
________________________________________________________________________________ ________________________________________________________________________________ ________________________________________________________________________________
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III. Physical Adjustment Method (check appropriate boxes): The actual adjustment or design engineering will be performed by the following method (s):
Contract let by the Commissioner.
Contract let by the Owner, (check applicable statement, i.e., a or b)
a. Best Interests of State.
b. Utility not sufficiently staffed or equipped.
By the Owner’s forces. (For Inspection and Relocation Work) IV. Betterment, Salvage, and Depreciation Credits Due the Project (check appropriate boxes):
There will be no extension of service life, improved capacity nor any other betterment of the facility (as defined by the NYSDOT Utility Reimbursement Procedures and by FHWA Federal-Aid Policy Guide Part 645) as a result of the adjustments made pursuant to this agreement.
There is betterment described as follows:
NYSDOT Design-Builder to support, protect and maintain Con Edison Co of New York facilities, install new manhole, ducts, remove facilities and modify existing utilities for Con Edison Co of New York as mentioned in this utility agreement.
The owner will not claim reimbursement for that betterment portion of the work but will duly
account for it as required by applicable NYSDOT and FHWA procedures.
The owner hereby agrees to deposit with the Comptroller of the State of New York the amount of $ XXXXXXXXX to cover the cost of the betterment as described above.
The owner agrees to comply with the requirements of the NYSDOT Utility Reimbursement
Procedure and FHWA Federal-Aid Policy Guide Part 645 with the respect to salvage and depreciation credits when applicable.
V. General Covenants
The owner hereby agrees to accept full title and responsibility for the adjusted facility in writing upon satisfactory completion of the work. Such acceptance will acknowledge the owner’s responsibility to maintain the facility in accordance with all applicable codes, standards and regulations, including his obligation, where applicable, to remove any or all of the facility from the highway at the order of the Commissioner of Transportation, all in accordance with the Rules and Regulations Governing the Accommodation of Utilities within the State Highway Right-of-Way. All compensable claims covered by this agreement will be included in one of the following:
A. Privately Owned Property Agreement executed prior to the performance of the work. B. Municipal Agreement executed prior to performance of the work.
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C. Reimbursement Agreement executed prior to performance of the work. D. Such other agreement as approved by NYSDOT Office of Legal Affairs.
VI. References
The following documents are herewith incorporated in this agreement be reference (check appropriate boxes)
Federal Highway Administration’s Federal-Aid Policy Guide Part 645.
Contract documents: Contract number _D900050_______________
PIN __ X735.83__________________________ Plan sheets No. UTL-01 TO UTL-11_
Owner’s plan sheets _________________________________________________ Owner’s estimate sheets form No._____________________________________ Resolution dated ____________________, by ___________________________
Granting the State of New York authority to perform the adjustment for the owner. Agreeing to maintain facilities adjusted via State-let contract. Authorizing deposit of funds by the owner.
Certification by the owner or his agent that he has the legal authority to enter into this agreement.
_______________________________________________________________________________________ (Print/Type Name) Utility Owner or Agent (Signature) Title Date
_____________________________________________Main Office Utilities Engineer___________________ For NYSDOT Commissioner of Transportation Title Date
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Since the construction, reconstruction, or maintenance of the transportation project described below, identified as:
Project Identification No.:X735.83 F.A. Project No.:
ROW Declaration No.: Map Nos.:
Parcel Nos.: County of: Queens
Contract No.: D900050
Project Description: Van Wyck Expressway Capacity and Access Improvement to JFK Airport (Contract 2)
necessitates the adjustment of utility facilities as hereinafter described (the “Project”), the owner, The Brooklyn Union Gas Company d/b/a National Grid NY (“National Grid” or “Owner”), of said facilities herewith agrees with the State of New York acting through the Commissioner of Transportation that this agreement shall apply to the accommodation of these utility facilities. Any adjustment of said facilities will be accomplished under the terms of this agreement, in accordance with the Rules and Regulations Governing the Accommodation of Utilities within the State Highway Right-of-Way and in accordance with the contract plans, specifications, proposal, amendment(s) or change order(s). The work described herein is subject to change pending the design details and schedule developed by New York State Department of Transportation’s design-build Contractor. The said Contractor will coordinate with the owner in developing a Final Utility Work Agreement to be entered by the owner, the Contractor and New York State Department of Transportation. The existing National Grid facilities are to be abandoned, removed, protected/supported or replaced as defined in this agreement. I. Existing Facilities The existing National Grid Company facilities presently located in Queens County, New York within the New York State Right of Way as shown on the plans for the proposed transportation project are to be adjusted as follows for a fixed price lump sum: $ XXXXXXXXX
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Bridge Location National Grid Plate Showing Existing
Facilities **
National Grid Dwg Showing Proposed
Facilities
94th Avenue & Atlantic Avenue (BIN 1055699)
xxxx
Northbound and Southbound Service Roads from Atlantic Ave to 91st Ave (Long Island Railroad Bridges over Van Wyck Expressway (I-678))
34-185, 34-184 & 34-183
For Standard Details for Supports and Sleeves refer to National Grid DWG. ** For a Copy of the latest revision of National Grid Plates and National Grid Drawings please
call Mr. Justin Yip at (347) 633 5251 (or) email: [email protected]
Table 1: National Grid Reference ID Plates Showing Existing Facilities and Drawings Showing Proposed
Facilities The following requirements are preliminary and shall apply to the NYSDOT Design-Builder scope of work at all bridges 1. NYSDOT Design-Builder shall use extreme caution during its operation to avoid damaging any existing active gas facilities. The Design-Builder shall be financially responsible for any damage caused to National Grid facilities. National Grid retains the option to make repairs or to require the Design-Builder to make repairs to any damaged facility. All cost associated with such repairs shall be at the Design-Builder’s sole expense. 2. NYSDOT Design-Builder shall be responsible for the planning and provision of traffic control as required by National Grid to perform the gas installation until completion. 3. NYSDOT Design-Builder shall excavate and maintain main connection live gas openings (tie-in openings and cut & cap openings), and openings for welding at both ends of the bridge. The dimensions and locations for the openings shown in the attached drawings are approximate and shall be verified in the field by performing test holes as required by National Grid. 4. NYSDOT Design-Builder shall excavate and maintain main connection live gas openings (tie-in openings and cut & cap openings), and openings for welding for the proposed gas mains at the west service road under the LIRR bridges between 91st Avenue and Atlantic Avenue. The dimensions and locations for the openings shown in the attached sketch are approximate and shall be verified in the field by performing test holes as required by National Grid. 4. All excavated material shall become property of the NYSDOT Design-Builder and shall be disposed of in accordance with all applicable codes and standards. 5. NYSDOT Design-Builder shall sheet all excavations as per OSHA regulations. Design-Builder sheeting plans shall be approved and stamped by a P.E. licensed in the state of New York. Sheeting plans shall be submitted to National Grid for review and approval. 6. NYSDOT Design-Builder shall design, furnish and install all structural steel, including beams, channels, rods, hardware, etc. as required to support the new steel gas mains. Design drawings for structural steel
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supports shall be approved and stamped by a P.E. licensed in the state of New York. Design drawings shall be submitted to National Grid for review and approval. 7. NYSDOT Design-Builder shall design, furnish and install temporary timber flooring at bays where gas mains are being installed. NYSDOT Design-Builder shall adjust roller supports as directed by National Grid to facilitate pipe push/pull across the bridge. 8. NYSDOT Design-Builder shall move road traffic plates over live gas openings as required by National Grid. 9. National Grid shall perform all gas work: gas pipe assembly, pipe welding, pipe connections, pipe pressure testing, radiographic testing and purging of existing and new pipe. Refer to attached National Grid drawings for schedule for estimated time required to perform each operation at each bridge. 10. NYSDOT Design-Builder shall provide backfill material approved by National Grid for openings and trenches in accordance with National Grid standard CNST01003. 11. NYSDOT Design-Builder shall be responsible for cuts and removal of retired gas pipe when needed. National Grid will take custody of abandoned gas pipe upon removal. When present and if necessary, National Grid shall remove coal tar coating at areas prior to pipe cuts for removal. 12. NYSDOT Design-Builder shall restore roadway pavement and sidewalks in accordance with NYSDOT and NYCDOT standards. 13. NYSDOT Design-Builder shall install all valve manholes, Boston boxes, test boxes and hardware required for cathodic protection. NYSDOT Design-Builder is responsible to install and set the top of the hardware boxes at the same elevation as the final top of pavement contracted grades. National Grid shall furnish all valve manholes, Boston boxes, test boxes and cathodic protection material. 14. To facilitate installation of new gas pipes on all bridges, National Grid requires installation of gas pipes after girders have been erected but before the abutment backwall concrete is placed to top of girders. Also, NYSDOT Design-Builder shall install bridge diaphragms so that they will allow for the erection of the steel gas pipes on the bridges. 15. NYSDOT Design-Builder shall provide as needed temporary supports approved for National Grid for welding of gas pipes on each bridge. 16. NYSDOT Design-Builder shall submit a work schedule prior to the start of gas work. NYSDOT Design-Builder is responsible for the coordination of all gas work. National Grid requires weekly meetings on site during the gas work operation. 17. NYSDOT Design-Builder shall provide National Grid with a 2 week notice prior to installation of new gas main. NYSDOT Design-Builder shall provide National Grid with a 3 months notice prior to installation of new 20” gas mains on Rockaway Boulevard and 101st Avenue Bridges. 18. During bridge construction NYSDOT Design-Builder shall provide access to gas mains as required by National Grid.
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19. NYSDOT Design-Builder shall provide material storage space for pipes, fittings, and steel protection plates (if required). The Design-Builder shall protect all material from damage and weather conditions. 20. Compensation to NYSDOT Design-Builder for all work performed under gas notes/provisions shall be paid by the NYSDOT via a schedule of values requisition. 21. Any proposed modifications or deviations from the attached National Grid drawings, contract, and specifications shall be submitted in writing with appropriate details and back up to the resident engineer. All modifications must be reviewed and approved by National Grid. 22. NYSDOT Design-Builder shall supply National Grid with 3 copies of the final approved "as built" drawings in accordance with NYSDOT HDM standards. 23. When cover on new gas main is less than 2 feet, NYSDOT Design-Builder shall install steel protection plates above the top of the main as required. National Grid shall supply steel protection plates. 24. NYSDOT Design-Builder shall obtain any required road use permits, disposal permits, storage permits, etc., as required for the performance of its work. National Grid shall obtain gas construction permits 25. All NYS, NYC, and Federal Codes pertaining to the work being performed by this specification, and on the drawings, are applicable. 26. Relevant National Grid plates showing all gas facilities near the bridges involved in this Project have been attached to this Agreement. Any conflicts with the gas facilities shown on the attached National Grid plates and NYSDOT drawings shall be brought to the attention of National Grid for resolution. NYSDOT Design-Builder shall be responsible for obtaining and using updated National Grid plates to locate all National Grid gas facilities before starting any excavation related with this project. 27. NYSDOT Design-Builder shall comply with New York State Code Rule 753. In addition, NYSDOT Design-Builder shall notify National Grid representative two weeks prior to digging. 28. National Grid representative shall have the right to inspect the NYSDOT Design-Builder’s work, material, and equipment when performing gas related work in accordance with this Agreement. 29. National Grid’s Inspection does not relieve the NYSDOT Design-Builder from the responsibility of performing work in accordance with the requirements of contract specifications and in accordance with the terms of this Agreement. 30. NYSDOT Design-Builder shall be responsible for the support and protection of all active National Grid facilities during the installation of other utilities. The associated cost for that work shall be funded by the utility whose facilities are being installed. If a utility or party other than National Grid requires work in connection with the Project and such work impacts National Grid’s facilities and requires work to be performed to National Grid’s facilities whether by National Grid or the NYSDOT Design-Builder, such utility or other party, not National Grid, shall be responsible and liable for any and all cost of the work to National Grid’s facilities.
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31. The following National Grid standards, as amended to date, are applicable under this Agreement:
National Grid Document Number **
National Grid Standard Specification Description
CONT5010-LI-MA-NYC General Contract Conditions
FORM 00700 Terms and Conditions for Construction
Design-Builder Compliance Affidavit
SHW-101 Design-Builder Compliance to FMCSA and PHMSA Drug & Alcohol
Regulatory Requirements
N-1402 Design-Builder Safety Requirements
CNST5010-NYC General Construction Requirements and Pipe Handling
CNST01003 Backfilling and Restoration
MAIN6140-LI-NYC Single Stage Sheeting for Excavations to 20 ft. in depth
MAIN6141-LI-NYC Shoring for Typical Pit, Type C soil
030026-CS Installation of Test Stations for Cathodic Protection
VALV6130-LI-NYC Typical Ball Valve Installation for Gas Mains
** For a Copy of the latest revision of National Grid Standard Specifications please call Mr. Justin Yip at (347) 633 5251 (or) email: [email protected]
Table 2: National Grid Standards
Queens BIN 1055699 94th Avenue & Atlantic Avenue over Van Wyck Expressway (I-678)
• An 8” wrapped steel pipe that runs towards the north fascia of the 94th Avenue & Atlantic Avenue Bridge. This 8” gas main services LIRR Jamaica yard.
• A 12” wrapped steel pipe runs west near the north fascia of the 94th Avenue and Atlantic Avenue Bridge from a gas valve in the 94th Avenue and NB Service Road intersection.
• At SB Service Road and Atlantic Avenue intersection, a 6” steel pipe runs E-W on Atlantic Avenue, to west of the west bridge approach
• On Atlantic Avenue an 8” plastic pipe runs along the south sidewalk and a 6” medium density pipe runs along the north sidewalk.
• A 12” unknown medium density low pressure pipe runs N-S across the intersection of the SB Service Road and Atlantic Avenue.
• There are two set of gas mains running along the SB Service Road: o The first is a 30” cast iron pipe that connects to a 30” cast iron bell spigot (15 PSI) pipe.
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o The second is a 12” steel pipe which runs parallel to the 30” pipe, along the east side of the SB Service Road.
• At the NB Service Road and 94th Avenue intersection, an 8” plastic gas pipe runs west on 94th Avenue on the north sidewalk to the northwest corner of the intersection.
• At the same intersection, on the south side of 94th Avenue, a retired 6” cast iron pipe running in the E-W direction connects to a retired 6” steel pipe which connects to a retired 6” cast iron pipe.
o This connects to a retired 12” steel pipe, which runs north from the intersection along the NB Service Road, which then connects to a retired 6” plastic pipe and then turns east into the entrance area of the train station platform and connects to a retired 6” PL pipe.
• Along NB Service road, an 8” steel pipe that runs north along the east sidewalk of the NB Service Road.
All National Grid facilities listed above which are not affected by the replacement of 94th Avenue & Atlantic Avenue bridge shall be supported, protected and maintained within work area by NYSDOT Design-Builder. National Grid Scope: National Grid shall perform all gas work: gas pipe assembly, pipe welding, pipe connections, pipe pressure testing, radiographic testing and purging of existing and new pipe. National Grid shall be responsible for checking the existing gas mains to be removed for ACM and perform abatement procedures if needed. National Grid shall cut and cap, flush, and clean the existing gas mains to be removed and be responsible for the hauling operations of these gas mains to the National Grid Greenpoint facility. National Grid will not take gas main outages during winter peak load period, which is a week after Thanksgiving, to April 1st. Any gas main outages during this period will need to be coordinated with National Grid on a case-by-case basis.
In case of an emergency, temporary gas stoppage for a few days may be allowed and shall be coordinated with National Grid. Anticipated Timeframe for National Grid Scope – Replacing Superstructure Steel: XX days.
NYSDOT Design-Builder Scope – Bridge Replacement:
a. NYSDOT Design-Builder shall excavate and sheet as necessary a xx ft. long trench not exceeding x ft. in width for the installation of a 12” steel pipe on the west side of the bridge as indicated in National Grid DWG xxxxx.
b. NYSDOT Design-Builder shall excavate and sheet as necessary a xxx ft. long trench not exceeding xx ft. in width for the installation of a 12” steel pipe on the east side of the bridge as indicated in National Grid DWG xxxxx.
c. NYSDOT Design-Builder shall be responsible for assisting National Grid with the structural lifting and erection of the proposed 12” steel pipe on the proposed bridge, approximately xxx ft. in length. NYSDOT Design-Builder shall install xx
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new steel supports and insulating rollers. National Grid shall provide insulating rollers. See National Grid DWG xxxx and xxxx.
d. NYSDOT Design-Builder shall excavate weld pits and tie-in pits at locations shown on National Grid DWG xxxx. Locations and dimensions are approximate and shall be verified in the field.
e. NYSDOT Design-Builder shall install pipe sleeves at abutment walls, pipe sleeves to be provided by National Grid. See National Grid DWG xxxxxx.
f. The NYSDOT Design-Builder shall permanently remove the existing 12” wrapped steel pipe running toward the north fascia of the 94th Avenue & Atlantic Avenue Bridge.
g. NYSDOT Design-Builder shall excavate and sheet as necessary a xx ft. long
trench not exceeding x ft. in width for the installation of an 12” steel pipe on the west side of the bridge as indicated in National Grid DWG xxxxx.
h. NYSDOT Design-Builder shall excavate and sheet as necessary a xxx ft. long trench not exceeding xx ft. in width for the installation of an 12” steel pipe on the east side of the bridge as indicated in National Grid DWG xxxxx.
i. NYSDOT Design-Builder shall be responsible for assisting National Grid with the structural lifting and erection of the proposed 12” steel pipe on the proposed bridge, approximately xxx ft. in length. NYSDOT Design-Builder shall install xx new steel supports and insulating rollers. National Grid shall provide insulating rollers. See National Grid DWG xxxx and xxxx.
j. NYSDOT Design-Builder shall excavate weld pits and tie-in pits at locations shown on National Grid DWG xxxx. Locations and dimensions are approximate and shall be verified in the field.
k. NYSDOT Design-Builder shall install pipe sleeves at abutment walls, pipe sleeves to be provided by National Grid. See National Grid DWG xxxxxx.
l. The NYSDOT Design-Builder shall permanently remove the existing 8” wrapped steel pipe running toward the north fascia of the 94th Avenue & Atlantic Avenue Bridge.
m. For any existing gas main to be removed, the NYSDOT Design-Builder shall be responsible for removing the decommissioned gas mains from the field and dispose them in the National Grid provided containers.
Northbound and Southbound Service Roads from Atlantic Avenue to 91st Avenue (Van Wyck Expressway under Long Island Railroad Bridges (I-678)) Existing Facilities:
• On the west side of the SB Service Road a 30” steel (15 PSI) pipe runs NS between 91st Avenue and Atlantic Avenue.
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• On the east side of the SB Service Road a 12” CI runs NS from 91st Avenue towards Atlantic Avenue and connects to a 12” steel pipe south of the LIRR bridges.
All National Grid facilities listed above shall be supported, protected and maintained within the proposed work area of LIRR Bridges by the NYSDOT Design-Builder. NYSDOT Design-Builder shall be responsible for obtaining and using updated National Grid plates to locate all National Grid gas facilities before starting any excavation related with this Project. NYSDOT Design-Builder shall perform test pits to verify existing facilities. Any existing cast iron gas mains which are exposed due to the proposed work will require replacement. National Grid Scope: National Grid shall perform all gas work: pipe installation, pipe welding, pipe connections, pipe pressure testing, radiographic testing and purging of existing and new pipe. National Grid shall be responsible for checking the existing gas mains to be removed for ACM and perform abatement procedures if needed. National Grid shall cut and cap, flush, and clean the existing gas mains to be removed and be responsible for the hauling operations of these gas mains to the National Grid Greenpoint facility. National Grid will not take gas main outages during winter peak load period, which is a week after Thanksgiving, to April 1st. Any gas main outages during this period will need to be coordinated with National Grid on a case-by-case basis. National Grid will not allow two consecutive or adjacent bridges to be taken offline simultaneously regardless of temperature. In case of an emergency, temporary gas stoppage for a few days may be allowed and shall be coordinated with National Grid.
NYSDOT Design-Builder Scope – Replacing Superstructure Steel:
Quantities shown below are based on preliminary NYSDOT scope of work and subject to change based on field conditions and final NYSDOT scope of work
a. NYSDOT Design-Builder shall provide National Grid with a 4 month notice prior to the required installation of the new gas mains. National Grid will require special equipment and services that need to be scheduled in advance for the Installation of HP 30” steel gas mains.
b. NYSDOT Design-Builder shall excavate and sheet as necessary a 750 ft. long trench not exceeding 7 ft. in width for the installation of 30” steel pipe on the west side of the south bound service road as indicated in National Grid sketch xxxx.
c. NYSDOT Design-Builder shall excavate and sheet as necessary a 760 ft. long trench not exceeding 4 ft. in width for the installation of 12” steel pipe on the west side of the south bound service road as indicated in National Grid sketch xxxx.
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d. NYSDOT Design-Builder shall excavate weld pits and tie-in pits at locations
shown on National Grid sketch xxxx. Locations and dimensions are approximate and shall be verified in the field.
e. For any existing gas main to be removed, NYSDOT Design-Builder shall be responsible for removing the decommissioned gas mains from the field and store them in the National Grid provided containers.
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II. Financial Responsibility (check appropriate boxes):
The facilities to be adjusted under the terms of this agreement are subject to Section 52 of the State Highway Law, and the cost of this adjustment is the sole responsibility of the owner.
Subdivision 24 of Section 10 of the State Highway Law enables the Commissioner of
Transportation to provide at the expense of the State, for adjustment to a municipally owned utility when such work is necessary as a result of State highway work. (Municipal Agreement required.)
Subdivision 24-b of Section 10 of the State Highway Law enables the Commissioner of
Transportation to participate in the necessary expenses incurred for adjustment of privately, publicly or cooperatively owned facilities, municipal utility facilities, or facilities of a corporation organized pursuant to the State Transportation Corporations Law. (Privately Owned Property Agreement or Reimbursement Agreement required.)
Subdivision 27 of Section 10 of the State Highway Law enables the Commissioner of
Transportation upon the request of a municipality, to perform for and at the expense of such municipality specified work to be included within a State-let contract. (Betterment Resolution required.)
Subdivision 33 of Section 10 of the State Highway Law enables the Commissioner of
Transportation, upon the request of a public utility corporation, to perform for and at the expense of such public utility corporation specified work to be included within a State-let contract.
Subdivision 13 of Section 30 of the State Highway Law enables the Commissioner of
Transportation to enter into an agreement to reimburse with public funds the owner for necessary expenses incurred as a result of this adjustment, or to replace the facilities in kind.
The owner will develop and keep a record of costs in accordance with the New York State
Department of Transportation (NYSDOT) Reimbursement Procedures, and when federal funds participate in the cost, the Federal Highway Administration (FHWA) Federal-Aid Policy Guide Part 645, or as indicated below:
________________________________________________________________________________ ________________________________________________________________________________ ________________________________________________________________________________
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III. Physical Adjustment Method (check appropriate boxes): The actual adjustment or design engineering will be performed by the following method (s):
Contract let by the Commissioner.
Contract let by the Owner, (check applicable statement, i.e., a or b)
a. Best Interests of State.
b. Utility not sufficiently staffed or equipped.
By the Owner’s forces. (For Inspection and Relocation Work) IV. Betterment, Salvage, and Depreciation Credits Due the Project (check appropriate boxes):
There will be no extension of service life, improved capacity nor any other betterment of the facility (as defined by the NYSDOT Utility Reimbursement Procedures and by FHWA Federal-Aid Policy Guide Part 645) as a result of the adjustments made pursuant to this agreement.
There is betterment described as follows: NYSDOT Design-Builder to support, protect and maintain National Grid facilities, install new facilities, remove and modify existing utilities for National Grid as mentioned in this utility agreement.
The owner will not claim reimbursement for that betterment portion of the work but will duly account for it as required by applicable NYSDOT and FHWA procedures.
The owner hereby agrees to deposit with the Comptroller of the State of New York the amount of
$ xxxxx to cover the cost of the betterment as described above.
The owner agrees to comply with the requirements of the NYSDOT Utility Reimbursement
Procedure and FHWA Federal-Aid Policy Guide Part 645 with the respect to salvage and depreciation credits when applicable.
V. General Covenants
The owner hereby agrees to accept full title and responsibility for the adjusted facility in writing upon satisfactory completion of the work. Such acceptance will acknowledge the owner’s responsibility to maintain the facility in accordance with all applicable codes, standards and regulations, including his obligation, where applicable, to remove any or all of the facility from the highway at the order of the Commissioner of Transportation, all in accordance with the Rules and Regulations Governing the Accommodation of Utilities within the State Highway Right-of-Way. All compensable claims covered by this agreement will be included in one of the following:
A. Privately Owned Property Agreement executed prior to the performance of the work. B. Municipal Agreement executed prior to performance of the work.
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C. Reimbursement Agreement executed prior to performance of the work. D. Such other agreement as approved by NYSDOT Office of Legal Affairs.
VI. References
The following documents are herewith incorporated in this agreement be reference (check appropriate boxes)
Federal Highway Administration’s Federal-Aid Policy Guide Part 645.
Contract documents: Contract number _D900050 _______________
PIN __ X735.83__________________________ Plan sheets No. xxxxxx
Owner’s plan sheets _________________________________________________ Owner’s estimate sheets form No._____________________________________ Resolution dated ____________________, by ___________________________
Granting the State of New York authority to perform the adjustment for the owner. Agreeing to maintain facilities adjusted via State-let contract. Authorizing deposit of funds by the owner.
Certification by the owner or his agent that he has the legal authority to enter into this agreement.
_______________________________________________________________________________________ (Print/Type Name) Utility Owner or Agent (Signature) Title Date
_____________________________________________Main Office Utilities Engineer___________________ For NYSDOT Commissioner of Transportation Title Date
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Since the construction, reconstruction, or maintenance of the transportation project described below, identified as:
Project Identification No.:X735.83 F.A. Project No.:
ROW Declaration No.: Map Nos.:
Parcel Nos.: County of: Queens
Contract No.: D900050
Project Description: Van Wyck Expressway Capacity and Access Improvement to JFK Airport (Contract 2)
necessitates the adjustment of utility facilities as hereinafter described (the “Project”), the owner, Charter (Spectrum), of said facilities herewith agrees with the State of New York acting through the Commissioner of Transportation that this agreement shall apply to the accommodation of these utility facilities. Any adjustment of said facilities will be accomplished under the terms of this agreement, in accordance with the Rules and Regulations Governing the Accommodation of Utilities within the State Highway Right-of-Way and in accordance with the contract plans, specifications, proposal, amendment(s) or change order(s). The work described herein is subject to change pending the design details and schedule developed by New York State Department of Transportation’s design-build contractor. The said contractor will coordinate with the owner in developing a Final Utility Work Agreement to be entered into by the owner, the contractor and New York State Department of Transportation. I. Existing Facilities The existing Charter (Spectrum) facilities presently located in Queens County, New York within the New York State Right of Way as shown on the plans for the proposed transportation project are to be adjusted as follows :
Long Island Railroad over Van Wyck Expressway (I-678)
• Charter (Spectrum) cable runs through a 4” dia. RGS steel conduit in the vicinity of the north fascia of the Atlantic 6 Bridge (BIN 7076810) from (JB-2) to (JB-4) to Manhole 235 up a riser to utility pole ‘C’.
All Charter (Spectrum) facilities listed above are unaffected by the replacement of LIRR bridges, and they shall be supported, protected and maintained within work area by NYSDOT Contractor.
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II. Financial Responsibility (check appropriate boxes):
The facilities to be adjusted under the terms of this agreement are subject to Section 52 of the State Highway Law, and the cost of this adjustment is the sole responsibility of the owner.
Subdivision 24 of Section 10 of the State Highway Law enables the Commissioner of
Transportation to provide at the expense of the State, for adjustment to a municipally owned utility when such work is necessary as a result of State highway work. (Municipal Agreement required.)
Subdivision 24-b of Section 10 of the State Highway Law enables the Commissioner of
Transportation to participate in the necessary expenses incurred for adjustment of privately, publicly or cooperatively owned facilities, municipal utility facilities, or facilities of a corporation organized pursuant to the State Transportation Corporations Law. (Privately Owned Property Agreement or Reimbursement Agreement required.)
Subdivision 27 of Section 10 of the State Highway Law enables the Commissioner of
Transportation upon the request of a municipality, to perform for and at the expense of such municipality specified work to be included within a State-let contract. (Betterment Resolution required.)
Subdivision 33 of Section 10 of the State Highway Law enables the Commissioner of
Transportation, upon the request of a public utility corporation, to perform for and at the expense of such public utility corporation specified work to be included within a State-let contract.
Subdivision 13 of Section 30 of the State Highway Law enables the Commissioner of
Transportation to enter into an agreement to reimburse with public funds the owner for necessary expenses incurred as a result of this adjustment, or to replace the facilities in kind.
The owner will develop and keep a record of costs in accordance with the New York State
Department of Transportation (NYSDOT) Reimbursement Procedures, and when federal funds participate in the cost, the Federal Highway Administration (FHWA) Federal-Aid Policy Guide Part 645, or as indicated below:
________________________________________________________________________________ ________________________________________________________________________________ ________________________________________________________________________________
HC-140 (X/X) NEW YORK STATE DEPARTMENT OF TRANSPORTATION REF. #4B
Pg. 3 of 4 PRELIMINARY UTILITY WORK AGREEMENT – CHARTER (SPECTRUM)
DESIGN-BUILD CONTRACT
REV. 8 Date Modified: 03/17/2020
III. Physical Adjustment Method (check appropriate boxes): The actual adjustment or design engineering will be performed by the following method (s):
Contract let by the Commissioner.
Contract let by the Owner, (check applicable statement, i.e., a or b)
a. Best Interests of State.
b. Utility not sufficiently staffed or equipped.
By the Owner’s forces. (For Inspection and Relocation Work) IV. Betterment, Salvage, and Depreciation Credits Due the Project (check appropriate boxes):
There will be no extension of service life, improved capacity nor any other betterment of the facility (as defined by the NYSDOT Utility Reimbursement Procedures and by FHWA Federal-Aid Policy Guide Part 645) as a result of the adjustments made pursuant to this agreement.
There is betterment described as follows:
The owner will not claim reimbursement for that betterment portion of the work but will duly
account for it as required by applicable NYSDOT and FHWA procedures.
The owner hereby agrees to deposit with the Comptroller of the State of New York the amount of $ 0 to cover the cost of the betterment as described above.
The owner agrees to comply with the requirements of the NYSDOT Utility Reimbursement
Procedure and FHWA Federal-Aid Policy Guide Part 645 with the respect to salvage and depreciation credits when applicable.
V. General Covenants
The owner hereby agrees to accept full title and responsibility for the adjusted facility in writing upon satisfactory completion of the work. Such acceptance will acknowledge the owner’s responsibility to maintain the facility in accordance with all applicable codes, standards and regulations, including his obligation, where applicable, to remove any or all of the facility from the highway at the order of the Commissioner of Transportation, all in accordance with the Rules and Regulations Governing the Accommodation of Utilities within the State Highway Right-of-Way. All compensable claims covered by this agreement will be included in one of the following:
A. Privately Owned Property Agreement executed prior to the performance of the work. B. Municipal Agreement executed prior to performance of the work. C. Reimbursement Agreement executed prior to performance of the work. D. Such other agreement as approved by NYSDOT Office of Legal Affairs.
HC-140 (X/X) NEW YORK STATE DEPARTMENT OF TRANSPORTATION REF. #4B
Pg. 4 of 4 PRELIMINARY UTILITY WORK AGREEMENT – CHARTER (SPECTRUM)
DESIGN-BUILD CONTRACT
REV. 8 Date Modified: 03/17/2020
VI. References
The following documents are herewith incorporated in this agreement be reference (check appropriate boxes)
Federal Highway Administration’s Federal-Aid Policy Guide Part 645.
Contract documents: Contract number _D900050_______________
PIN __ X735.83__________________________ Plan sheets No. XXXX TO XXXX_
Owner’s plan sheets _________________________________________________ Owner’s estimate sheets form No._____________________________________ Resolution dated ____________________, by ___________________________
Granting the State of New York authority to perform the adjustment for the owner. Agreeing to maintain facilities adjusted via State-let contract. Authorizing deposit of funds by the owner.
Certification by the owner or his agent that he has the legal authority to enter into this agreement.
_______________________________________________________________________________________ (Print/Type Name) Utility Owner or Agent (Signature) Title Date
_____________________________________________Main Office Utilities Engineer___________________ For NYSDOT Commissioner of Transportation Title Date
HC-140 (09/13) NEW YORK STATE DEPARTMENT OF TRANSPORTATION REF. #5B
Pg. 1 of 4 PRELIMINARY UTILITY WORK AGREEMENT – ALTICE USA INC. (CABLEVISION)
DESIGN-BID-BUILD CONTRACT
REV. 3 Date Modified: 03/17/2020
Since the construction, reconstruction, or maintenance of the transportation project described below, identified as:
Project Identification No.:X735.83 F.A. Project No.:
ROW Declaration No.: Map Nos.:
Parcel Nos.: County of: Queens
Contract No.: D900050
Project Description: Van Wyck Expressway Capacity and Access Improvement to JFK Airport (Atlantic 6 Contract)
necessitates the adjustment of utility facilities as hereinafter described (the “Project”), the owner, Altice USA (Cablevision), of said facilities herewith agrees with the State of New York acting through the Commissioner of Transportation that this Utility Work Agreement (the Agreement) shall apply to the accommodation of these utility facilities. Any adjustment of said facilities will be accomplished under the terms of this agreement, in accordance with the Rules and Regulations Governing the Accommodation of Utilities within the State Highway Right-of-Way and in accordance with the contract plans, specifications, proposal, amendment(s) or change order(s). I. Existing Altice USA (Cablevision) Facilities The existing Altice USA (Cablevision) facilities presently attached to the west abutment wall along the southbound service road, and then aerial over the Van Wyck Expressway, just south of the existing LIRR Atlantic 6 Bridge in Queens County, New York within the New York State Right of Way as shown on the plans for the proposed transportation project are to be adjusted as follows : Queens BIN 7076810 Atlantic 6 Long Island Railroad Bridge over Van Wyck Expressway (I-678)
Existing Facilities:
• A 288-count transatlantic fiber optic cable is active in the vicinity of Atlantic 6 Bridge. o This fiber optic cable runs from utility pole ‘A’, located north of the LIRR Mainline 1/3
Bridge, down a riser and continues south along the west abutment wall of the LIRR Bridges, through a 4’’ EMT conduit and into a pull box just south of the Atlantic 6 LIRR Bridge.
o From the pull box the cable runs up a riser and into existing LIRR utility pole “B”. o From utility pole ‘B’ the Altice owned cable runs through a 4” dia. RGS steel conduit in the
vicinity of the north fascia of the Atlantic 6 Bridge (BIN 7076810) from (JB-2) to (JB-4) to Manhole 235 up a riser to utility pole ‘C’.
o From utility pole ‘C’ the aerial cable continues to run east of the project limits. The Altice USA (Cablevision) facilities listed above shall be supported, protected and maintained within the work area by the NYSDOT Design-Builder.
HC-140 (09/13) NEW YORK STATE DEPARTMENT OF TRANSPORTATION REF. #5B
Pg. 2 of 4 PRELIMINARY UTILITY WORK AGREEMENT – ALTICE USA INC. (CABLEVISION)
DESIGN-BID-BUILD CONTRACT
REV. 3 Date Modified: 03/17/2020
II. Financial Responsibility (check appropriate boxes):
The facilities to be adjusted under the terms of this agreement are subject to Section 52 of the State Highway Law, and the cost of this adjustment is the sole responsibility of the owner.
Subdivision 24 of Section 10 of the State Highway Law enables the Commissioner of
Transportation to provide at the expense of the State, for adjustment to a municipally owned utility when such work is necessary as a result of State highway work. (Municipal Agreement required.)
Subdivision 24-b of Section 10 of the State Highway Law enables the Commissioner of
Transportation to participate in the necessary expenses incurred for adjustment of privately, publicly or cooperatively owned facilities, municipal utility facilities, or facilities of a corporation organized pursuant to the State Transportation Corporations Law. (Privately Owned Property Agreement or Reimbursement Agreement required.)
Subdivision 27 of Section 10 of the State Highway Law enables the Commissioner of
Transportation upon the request of a municipality, to perform for and at the expense of such municipality specified work to be included within a State-let contract. (Betterment Resolution required.)
Subdivision 33 of Section 10 of the State Highway Law enables the Commissioner of
Transportation, upon the request of a public utility corporation, to perform for and at the expense of such public utility corporation specified work to be included within a State-let contract.
Subdivision 13 of Section 30 of the State Highway Law enables the Commissioner of
Transportation to enter into an agreement to reimburse with public funds the owner for necessary expenses incurred as a result of this adjustment, or to replace the facilities in kind.
The owner will develop and keep a record of costs in accordance with the New York State
Department of Transportation (NYSDOT) Reimbursement Procedures, and when federal funds participate in the cost, the Federal Highway Administration (FHWA) Federal-Aid Policy Guide Part 645, or as indicated below:
________________________________________________________________________________ ________________________________________________________________________________ ________________________________________________________________________________
HC-140 (09/13) NEW YORK STATE DEPARTMENT OF TRANSPORTATION REF. #5B
Pg. 3 of 4 PRELIMINARY UTILITY WORK AGREEMENT – ALTICE USA INC. (CABLEVISION)
DESIGN-BID-BUILD CONTRACT
REV. 3 Date Modified: 03/17/2020
III. Physical Adjustment Method (check appropriate boxes): The actual adjustment or design engineering will be performed by the following method (s):
Contract let by the Commissioner.
Contract let by the Owner, (check applicable statement, i.e., a or b)
a. Best Interests of State.
b. Utility not sufficiently staffed or equipped.
By the Owner’s forces. (For Inspection, Relocation Work, Fiber Installation, and all Splicing, Energizing/De-energizing)
IV. Betterment, Salvage, and Depreciation Credits Due the Project (check appropriate boxes):
There will be no extension of service life, improved capacity nor any other betterment of the facility (as defined by the NYSDOT Utility Reimbursement Procedures and by FHWA Federal-Aid Policy Guide Part 645) as a result of the adjustments made pursuant to this agreement.
There is betterment described as follows:
The owner will not claim reimbursement for that betterment portion of the work but will duly
account for it as required by applicable NYSDOT and FHWA procedures.
The owner hereby agrees to deposit with the Comptroller of the State of New York the amount of $ to cover the cost of the betterment as described above.
The owner agrees to comply with the requirements of the NYSDOT Utility Reimbursement
Procedure and FHWA Federal-Aid Policy Guide Part 645 with the respect to salvage and depreciation credits when applicable.
V. General Covenants
The owner hereby agrees to accept full title and responsibility for the adjusted facility in writing upon satisfactory completion of the work. Such acceptance will acknowledge the owner’s responsibility to maintain the facility in accordance with all applicable codes, standards and regulations, including his obligation, where applicable, to remove any or all of the facility from the highway at the order of the Commissioner of Transportation, all in accordance with the Rules and Regulations Governing the Accommodation of Utilities within the State Highway Right-of-Way. All compensable claims covered by this agreement will be included in one of the following:
A. Privately Owned Property Agreement executed prior to the performance of the work. B. Municipal Agreement executed prior to performance of the work. C. Reimbursement Agreement executed prior to performance of the work.
HC-140 (09/13) NEW YORK STATE DEPARTMENT OF TRANSPORTATION REF. #5B
Pg. 4 of 4 PRELIMINARY UTILITY WORK AGREEMENT – ALTICE USA INC. (CABLEVISION)
DESIGN-BID-BUILD CONTRACT
REV. 3 Date Modified: 03/17/2020
D. Such other agreement as approved by NYSDOT Office of Legal Affairs. VI. References
The following documents are herewith incorporated in this agreement be reference (check appropriate boxes)
Federal Highway Administration’s Federal-Aid Policy Guide Part 645.
Contract documents: Contract number _D900050 _______________
PIN __ X735.83__________________________ Plan sheets No. UTL-1 TO UTL-10_
Owner’s plan sheets _________________________________________________ Owner’s estimate sheets form No._____________________________________ Resolution dated ____________________, by ___________________________
Granting the State of New York authority to perform the adjustment for the owner. Agreeing to maintain facilities adjusted via State-let contract. Authorizing deposit of funds by the owner.
Certification by the owner or his agent that he has the legal authority to enter into this agreement.
_______________________________________________________________________________________ (Print/Type Name) Utility Owner or Agent (Signature) Title Date
_____________________________________________Main Office Utilities Engineer___________________ For NYSDOT Commissioner of Transportation Title Date
HC-140 (XX/XX) NEW YORK STATE DEPARTMENT OF TRANSPORTATION REF. #6B
Pg. 1 of 4 PRELIMINARY UTILITY WORK AGREEMENT – MCI COMMUNICATIONS
DESIGN- BUILD CONTRACT
REV. 2 Date Modified: 03/02/2020
Since the construction, reconstruction, or maintenance of the transportation project described below, identified as:
Project Identification No.: X735.83 F.A. Project No.:
ROW Declaration No.: Map Nos.:
Parcel Nos.: County of: Queens
Contract No.: D900050
Project Description: Van Wyck Expressway (VWE) Capacity and Access Improvement to JFK Airport (Contract 2)
necessitates the adjustment of utility facilities as hereinafter described (the “Project”), the owner, MCI Communications of said facilities herewith agrees with the State of New York acting through the Commissioner of Transportation that this Utility Work Agreement (the Agreement) shall apply to the accommodation of these utility facilities. Any adjustment of said facilities will be accomplished under the terms of this agreement, in accordance with the Rules and Regulations Governing the Accommodation of Utilities within the State Highway Right-of-Way and in accordance with the contract plans, specifications, proposal, amendment(s) or change order(s). I. Existing MCI Communications Facilities The existing MCI Communications facilities presently attached to the west abutment wall along the southbound service road in Queens County; New York within the New York State Right of Way as shown on the plans for the proposed transportation project are to be adjusted as follows: Queens Southbound Service Road adjacent to the Van Wyck Expressway (I-678) – West Abutment of LIRR overhead bridge structures. Existing Facilities:
• A 216-pair fiber optic cable is active in the vicinity of LIRR Bridges. o This fiber optic line runs from utility pole ‘A’, located north of the LIRR Mainline 1/3
Bridge, down a riser and continues south along the west abutment wall of the LIRR Bridges, through a 4’’ EMT conduit and into a pull box just north of the existing Atlantic 6 LIRR Bridge.
The MCI Communications facilities listed above shall be supported, protected and maintained within the proposed work area of the Long Island Railroad Bridges by the NYSDOT Design-Builder. The NYSDOT Design-Builder shall notify MCI a minimum of three weeks in advance of the start of construction work.
HC-140 (XX/XX) NEW YORK STATE DEPARTMENT OF TRANSPORTATION REF. #6B
Pg. 2 of 4 PRELIMINARY UTILITY WORK AGREEMENT – MCI COMMUNICATIONS
DESIGN- BUILD CONTRACT
REV. 2 Date Modified: 03/02/2020
II. Financial Responsibility (check appropriate boxes):
The facilities to be adjusted under the terms of this agreement are subject to Section 52 of the State Highway Law, and the cost of this adjustment is the sole responsibility of the owner.
Subdivision 24 of Section 10 of the State Highway Law enables the Commissioner of
Transportation to provide at the expense of the State, for adjustment to a municipally owned utility when such work is necessary as a result of State highway work. (Municipal Agreement required.)
Subdivision 24-b of Section 10 of the State Highway Law enables the Commissioner of
Transportation to participate in the necessary expenses incurred for adjustment of privately, publicly or cooperatively owned facilities, municipal utility facilities, or facilities of a corporation organized pursuant to the State Transportation Corporations Law. (Privately Owned Property Agreement or Reimbursement Agreement required.)
Subdivision 27 of Section 10 of the State Highway Law enables the Commissioner of
Transportation upon the request of a municipality, to perform for and at the expense of such municipality specified work to be included within a State-let contract. (Betterment Resolution required.)
Subdivision 33 of Section 10 of the State Highway Law enables the Commissioner of
Transportation, upon the request of a public utility corporation, to perform for and at the expense of such public utility corporation specified work to be included within a State-let contract.
Subdivision 13 of Section 30 of the State Highway Law enables the Commissioner of
Transportation to enter into an agreement to reimburse with public funds the owner for necessary expenses incurred as a result of this adjustment, or to replace the facilities in kind.
The owner will develop and keep a record of costs in accordance with the New York State
Department of Transportation (NYSDOT) Reimbursement Procedures, and when federal funds participate in the cost, the Federal Highway Administration (FHWA) Federal-Aid Policy Guide Part 645, or as indicated below:
________________________________________________________________________________ ________________________________________________________________________________ ________________________________________________________________________________
HC-140 (XX/XX) NEW YORK STATE DEPARTMENT OF TRANSPORTATION REF. #6B
Pg. 3 of 4 PRELIMINARY UTILITY WORK AGREEMENT – MCI COMMUNICATIONS
DESIGN- BUILD CONTRACT
REV. 2 Date Modified: 03/02/2020
III. Physical Adjustment Method (check appropriate boxes): The actual adjustment or design engineering will be performed by the following method (s):
Contract let by the Commissioner.
Contract let by the Owner, (check applicable statement, i.e., a or b)
a. Best Interests of State.
b. Utility not sufficiently staffed or equipped.
By the Owner’s forces. (For Inspection and Relocation Work) IV. Betterment, Salvage, and Depreciation Credits Due the Project (check appropriate boxes):
There will be no extension of service life, improved capacity nor any other betterment of the facility (as defined by the NYSDOT Utility Reimbursement Procedures and by FHWA Federal-Aid Policy Guide Part 645) as a result of the adjustments made pursuant to this agreement.
There is betterment described as follows:
The owner will not claim reimbursement for that betterment portion of the work but will duly
account for it as required by applicable NYSDOT and FHWA procedures.
The owner hereby agrees to deposit with the Comptroller of the State of New York the amount of $ to cover the cost of the betterment as described above.
The owner agrees to comply with the requirements of the NYSDOT Utility Reimbursement
Procedure and FHWA Federal-Aid Policy Guide Part 645 with the respect to salvage and depreciation credits when applicable.
V. General Covenants
The owner hereby agrees to accept full title and responsibility for the adjusted facility in writing upon satisfactory completion of the work. Such acceptance will acknowledge the owner’s responsibility to maintain the facility in accordance with all applicable codes, standards and regulations, including his obligation, where applicable, to remove any or all of the facility from the highway at the order of the Commissioner of Transportation, all in accordance with the Rules and Regulations Governing the Accommodation of Utilities within the State Highway Right-of-Way. All compensable claims covered by this agreement will be included in one of the following:
A. Privately Owned Property Agreement executed prior to the performance of the work. B. Municipal Agreement executed prior to performance of the work. C. Reimbursement Agreement executed prior to performance of the work. D. Such other agreement as approved by NYSDOT Office of Legal Affairs.
HC-140 (XX/XX) NEW YORK STATE DEPARTMENT OF TRANSPORTATION REF. #6B
Pg. 4 of 4 PRELIMINARY UTILITY WORK AGREEMENT – MCI COMMUNICATIONS
DESIGN- BUILD CONTRACT
REV. 2 Date Modified: 03/02/2020
VI. References
The following documents are herewith incorporated in this agreement be reference (check appropriate boxes)
Federal Highway Administration’s Federal-Aid Policy Guide Part 645.
Contract documents: Contract number _D900050 _______________
PIN __ X735.83__________________________ Plan sheets No. UTL-1 TO UTL-11_
Owner’s plan sheets _________________________________________________ Owner’s estimate sheets form No._____________________________________ Resolution dated ____________________, by ___________________________
Granting the State of New York authority to perform the adjustment for the owner. Agreeing to maintain facilities adjusted via State-let contract. Authorizing deposit of funds by the owner.
Certification by the owner or his agent that he has the legal authority to enter into this agreement.
_______________________________________________________________________________________ (Print/Type Name) Utility Owner or Agent (Signature) Title Date
_____________________________________________Main Office Utilities Engineer___________________ For NYSDOT Commissioner of Transportation Title Date
X=10
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X735.83_cph_utl_key.d
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VAN WYCK EXPRESSWAY CAPACITY & ACCESS
QUEENS 11
BRIDGES CULVERTSPIN
COUNTY:
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
CONTRACT NUMBER
DRAWING NO.
SHEET NO. REGION:
X735.83
D900050IMPROVEMENTS TO JFK AIRPORT PROJECT
CONTRACT 2
UTL-02
UTL-05
UTL-06
UTL-04
UTL-03
ATL
ANTIC
AVE
LIRR
95T
H
AVE
91ST
AVE
89ST
AVE
UTL-01UTL-08 UTL-10
UTL-09UTL-11
UTL-12
UTL-16
UTL-17
UTL-15
UTL-13
UTL-07
UTL-14
GRID
NO
RT
H
0 40 80 120 160'40
1" = 80'
INDICATIVE PLANS
UTILITY PLAN KEY PLAN
XXX
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VAN WYCK EXPRESSWAY CAPACITY & ACCESS
QUEENS 11
BRIDGES CULVERTSPIN
COUNTY:
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
CONTRACT NUMBER
DRAWING NO.
SHEET NO. REGION:
X735.83
D900050IMPROVEMENTS TO JFK AIRPORT PROJECT
CONTRACT 2
0"0"
FEET, OR PORTION THEREOF.
EACH ADDITIONAL FIVE (5) FEET OF DEPTH OVER TEN (10)
EXISTING SEWER SHALL BE INCREASED ONE (1) FOOT FOR
OUTSIDE OF THE WATER MAIN AND THE CENTERLINE OF THE
IS TEN (10) FEET OR MORE, THE CLEARANCE BETWEEN THE
WHERE THE DEPTH TO THE BOTTOM OF THE SEWER CRADLE
FEET PLUS ONE-HALF THE SEWER DIAMETER.
THE EXISTING SEWER SHOULD NOT BE LESS THAN SIX (6)
THE OUTSIDE OF THE WATER MAIN AND THE CENTERLINE OF
IS LESS THAN TEN (10) FEET, THE CLEARANCE BETWEEN
WHERE THE DEPTH TO THE BOTTOM OF THE SEWER CRADLE
10. FOR WATER MAINS INSTALLED PARALLEL TO SEWERS:
CONNECTIONS, DRAINS AND OTHER UTILITIES.
FOOT (1'-0'') OF EXISTING WATER MAINS, SEWERS, HOUSE
9. ALL EXCAVATION SHALL BE DONE BY HAND WITHIN ONE
STANDARDS.
TYPE AND SHALL HAVE HYDRANT FENDERS AS PER NYCDEP
FDNY REQUIREMENTS. HYDRANTS SHALL BE "BREAKAWAY"
8. ALL HYDRANTS SHALL BE MAINTAINED IN SERVICE AS PER
DISTRIBUTION MAIN.
SERVICES SHOULD BE INSTALLED PERPENDICULAR TO THE
MAIN SHOULD BE TRANSFERRED TO THE NEW MAIN, AND ALL
7. ALL TAPS AND WET CONNECTIONS ON THE EXISTING WATER
JOINTS 6'' THROUGH 48'', LATEST REVISION.
JOINTS AND DUCTILE-IRON FITTINGS WITH MECHANICAL
SPECIFICATIONS FOR DUCTILE-IRON PIPE WITH PUSH-ON
REPLACEMENT/RESTRAINT SEE TABLE A8-2 IN ''STANDARD
FOR TYPICAL MINIMUM LENGTHS OR REQUIRED
REPLACEMENT/RESTRAINT REQUIREMENTS.
NEGLIGENCE OR OMISSION REGARDING COMPLIANCE WITH THE
TO PROPERTY AND FOR PERSONNEL INJURY CAUSED BY
CONTRACTOR WILL BE HELD RESPONSIBLE FOR ANY DAMAGE
INSTALLED VALVES AND FITTINGS ARE FULLY MET. THE
REPLACEMENT/RESTRAINT REQUIREMENTS DUE TO NEWLY
ONES, IT MUST BE MADE CERTAIN THAT ALL THE
6. PRIOR TO CONNECTING THE NEW MAINS TO THE EXISTING
WORK AREA SHALL BE MAINTAINED AT ALL TIMES.
LATEST REVISION. ACCESS TO WATER VALVES WITHIN THE
SPECIFICATIONS FOR GATE VALVES 3'' - 20'' IN DIAMETER,
VALVES IN ACCORDANCE WITH NYCDEP STANDARD
5. ALL WATER MAIN VALVES SHALL BE DUCTILE IRON GATE
LATEST REVISION.
GRAY IRON FITTINGS, 3'' THROUGH 48'' IN DIAMETER",
NYCDEP STANDARD SPECIFICATIONS FOR "DUCTILE IRON AND
GLANDS AND SHALL CONFORM TO THE REQUIREMENTS OF
FULL BODY TYPE MECHANICAL JOINTS WITH RETAINER
DIAMETER", LATEST REVISION. ALL FITTINGS SHALL EMPLOY
FITTINGS WITH MECHANICAL JOINTS 6'' THROUGH 48'' IN
CEMENT LINED AS PER PUSH-ON JOINTS AND DUCTILE IRON
DIAMETER SHALL HAVE RESTRAINED JOINTS AND SHALL BE
4. ALL DUCTILE IRON WATER MAINS UP TO AND INCLUDING 24''
FIELD AS THE WORK PROGRESSES.
THE EXACT ALIGNMENTS SHALL BE DETERMINED IN THE
OF THE VALVES AND HYDRANTS ARE SHOWN SCHEMATICALLY.
3. THE ALIGNMENT OF THE WATER MAINS AND THE LOCATION
THE NYCDEP PERSONNEL.
PLACE BEFORE SHUT-OFF VALVES HAVE BEEN CLOSED BY
PRIOR TO SHUTTING OFF VALVES. NO REMOVAL SHALL TAKE
CONSTRUCTION AT LEAST 72 WORKING HOURS IN ADVANCE
2. THE FDNY AND NYCDEP SHALL BE NOTIFIED OF
SPECIFIC CONTRACT REQUIREMENTS.
SPECIFICATIONS, APPLICABLE STANDARD DRAWINGS, AND
PROTECTION (NYCDEP) STANDARD WATER MAIN
NEW YORK CITY DEPARTMENT OF ENVIRONMENTAL
WITH THE CONTRACT PLANS AND IN CONFORMANCE WITH THE
1. ALL WATER MAIN WORK SHALL BE DONE IN ACCORDANCE
WATERMAIN NOTES:
NO ADDITIONAL COST TO THE CITY.
REPAIRED/REPLACED TO THE SATISFACTION OF THE ENGINEER AT
EXISTING WATER MAINS/FIRE HYDRANTS/CATCH BASINS MUST BE
MAINS/FIRE HYDRANTS/CATCH BASINS. ANY DAMAGE TO THE
WORK TO DETERMINE DAMAGE, IF ANY, TO THE EXISTING WATER
EXCAVATION/PROPOSED CONDUIT INSTALLATION/REPLACEMENT
MUST BE INSPECTED BEFORE AND AFTER THE PROPOSED
THE PROPOSED EXCAVATION/CONDUIT REPLACEMENT/INSTALLATION
ARE WITHIN THE INFLUENCE LIMITS AND/OR ARE IN PROXIMITY OF
21. ALL EXISTING WATER MAINS/FIRE HYDRANTS/CATCH BASINS WHICH
CONSTRUCTION FOR NYCDEP APPROVAL.
DRAWINGS FOR PIER AND PLATE DETAILS FOR THE WATER MAIN
DRAWINGS, THE CONTRACTOR SHALL SUBMIT CUSTOMIZED SHOP
CONSTRUCTION OF PIER AND PLATE AS PER NYCDEP STANDARD
STANDARD DRAWING NUMBERS: 46464-Z, 42063-Y, AND 22785. IF
AND PLATE THE WATER MAIN IN ACCORDANCE WITH NYCDEP
OF COVER, BUT MORE THAN OR EQUAL TO 2 FEET OF COVER, PIER
TO FIELD CONDITIONS. IF WATER MAINS HAVE LESS THAN 3 FEET
MAINS AND THE COVER SHALL NOT BE LESS THAN 2 FEET. DUE
20. CONTRACTOR SHALL MAINTAIN 4 FEET OF COVER OVER ALL WATER
THE RESIDENT ENGINEER, FOR THE BUREAU'S FILES.
FIVE (5) COMPLETE SETS OF AS-BUILT DRAWINGS, APPROVED BY
SATISFACTORILY COMPLETED, THE CONTRACTOR SHALL SUBMIT,
19. AFTER WATER MAIN WORK UNDER THE CONTRACT IS
REVISION.
AS SHOWN ON NYCDEP STANDARD DRAWINGS NO. 46104 W, LATEST
MAINS SHALL BE ACCOMPLISHED BY INSULATED FLANGED JOINTS,
18. THE CONNECTION BETWEEN STEEL AND DUCTILE IRON WATER
APPURTENANCES, LATEST REVISION.
FURNISHING DELIVERING AND LAYING STEEL PIPES AND
SEGMENTS AS PER NYCDEP STANDARD SPECIFICATIONS FOR
LONG-RADIUS ELBOWS OR SHALL BE SHOP FABRICATED FROM PIPE
17. ALL BENDS ON STEEL WATERMAINS SHALL BE STANDARD WEIGHT
LATEST REVISION.
CLASS E, AS PER NYCDEP STANDARD DRAWING NO. 38336-Y-A,
PLANS. JOINTS SHALL BE FORGED STEEL SLIP-ON FLANGES,
SHALL HAVE FLANGED JOINTS, UNLESS OTHERWISE NOTED ON THE
16. ALL STEEL WATER MAINS UP TO AND INCLUDING 24'' IN DIAMETER
FABRICATION.
STANDARDS, TO THE ENGINEER FOR APPROVAL PRIOR TO
GEOMETRY OF THE PIPE, AND ALL APPLICABLE NYCDEP
APPURTENANCES, ALL IN ACCORDANCE WITH APPROVED/ACCEPTED
SHOP DRAWINGS AND CATALOG CUTS FOR THE WATER MAINS AND
15. CONTRACTOR SHALL SUBMIT ALL STEEL WATER MAIN FABRICATION
FOR APPROVAL PRIOR TO FABRICATION.
SUPPORTS AND SHALLOW COVER PROTECTION, TO THE ENGINEER
FABRICATION AND LAYING OF STEEL PIPE, INCLUDING PIPE
14. CONTRACTOR SHALL SUBMIT GEOMETRY DRAWINGS FOR
STANDARD DRAWINGS, AND AS ORDERED BY THE ENGINEER.
APPURTENANCES", LATEST REVISION, ALL APPLICABLE NYCDEP
FURNISHING DELIVERING AND LAYING STEEL PIPES AND
IN ACCORDANCE WITH "NYCDEP STANDARD SPECIFICATIONS FOR
SHALL BE FABRICATED, TESTED, LINED, COATED, AND INSTALLED
PLANS AND AS ORDERED BY THE ENGINEER. THE STEEL MAINS
13. STEEL WATER MAINS SHALL BE USED WHERE SPECIFIED IN THE
THE CONTRACT PLANS.
THE SHALLOW COVER PROTECTION SHALL BE AS SPECIFIED ON
PROTECTED BY SHALLOW COVER PROTECTION. TYPE AND SIZE OF
12. ALL WATER MAINS WITH A COVER LESS THAN 2'-6'' SHALL BE
CLEARANCE BE LESS THAN SIX (6) INCHES.
ON THE SEWER PIPE. IN NO CASE, HOWEVER, SHOULD THIS
COMPRESSIBLE MATERIAL TO AVOID EXCESSIVE BEARING PRESSURE
CLEARANCE SPACE IS TO BE FILLED WITH LAYERS OF
IS TO BE SUPPORTED BY A TRUSS ARRANGEMENT AND THE
THEIR CROSSING, IS LESS THAN ONE (1) FOOT, THE WATER MAIN
SEWER AND THE BOTTOM OF THE PROPOSED WATER MAIN, AT
WHEREVER THE CLEARANCE BETWEEN THE TOP OF AN EXISTING
11. FOR WATER MAINS CROSSING SEWERS:
jhGENERAL UTILITY NOTES
SHEET 1 OF 1
XXX
UTL-GN
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
X
GENERAL UTILITY NOTES
CONSTRUCTION.
ACHIEVED, RELOCATION MUST BE PERFORMED PRIOR TO
PROPERLY PROTECTED DURING CONSTRUCTION. IF THIS CANNOT BE
UNDERGROUND. THESE FACILITIES MUST BE SUPPORTED AND
20. FDNY CABLES RUN IN VERIZON'S AND FDNY'S CONDUIT SYSTEMS
REQUIREMENTS.
CONSTRUCTION FOR VIBRATION CRITERIA AND INSPECTION
19. THE CONTRACTOR SHALL COORDINATE WITH UTILITY OWNERS DURING
48'' FROM EXISTING FDNY CONDUITS.
18. INSTALLATION OF ELECTRICAL CONDUITS MUST BE A MINIMUM OF
IN THE EXPOSURE OF EXISTING CALPINE KENNEDY FACILITIES.
PRESENT AT ALL TIMES DURING CONSTRUCTION THAT WILL RESULT
CALPINE KENNEDY CONDUIT TRENCH. AN INSPECTOR SHALL BE
CONSTRUCTION DONE MUST BE AT A MINIMUM OF 1'-4'' FROM THE
MAINTAINED AND PROTECTED IN PLACE. ANY EXCAVATION OR
17. CALPINE KENNEDY EXISTING ELECTRICAL CABLES ARE TO BE
AT A MINIMUM OF 12'' FROM OTHER UTILITIES.
CONSTRUCTED WITHIN THE PROJECT LIMITS ARE TO BE INSTALLED
16. TELECOM SERVICES AND ELECTRICAL SERVICES THAT ARE TO BE
WATER MAINS.
MINIMUM OF 2'' FROM OTHER UTILITIES AND A MINIMUM OF 6'' FROM
15. NATIONAL GRID GAS SERVICES ARE TO BE CONSTRUCTED AT A
MAINTAINED DURING CONSTRUCTION.
14. NEW YORK CITY POLICE DEPARTMENT (NYPD) CALL BOXES SHALL BE
NECESSARY, SHALL BE COORDINATED WITH FDNY.
MAINTAINED DURING CONSTRUCTION. INTERIM LOCATIONS, IF
13. NEW YORK CITY FIRE DEPARTMENT (FDNY) CALL BOXES SHALL BE
BASELINE REPORT AND GEOTECHNICAL DATA REPORT.
12. FOR GROUND WATER AND SOIL PROPERTIES REFER TO GEOTECHNICAL
VERIFIED IN THE FIELD AT THE TIME OF CONSTRUCTION.
11. ALL DIMENSIONS FOR EXISTING UTILITY STRUCTURES SHALL BE
COORDINATED WITH THE UTILITY OWNERS.
LIVE. ALL SHUTDOWNS OF EXISTING FACILITIES SHALL BE
GAS MAINS, AND WATER MAINS SHALL BE CONSIDERED ACTIVE OR
10. UNLESS NOTIFIED BY THE UTILITY COMPANY, ALL EXISTING CABLES,
MATCH THE GROUND ELEVATION DURING ALL CONSTRUCTION STAGES.
LIMITED TO MANHOLES, VAULTS, COVERS AND VALVE BOXES TO
9. ADJUST ALL UTILITY SURFACE FEATURES INCLUDING BUT NOT
AND MUST BE FIELD VERIFIED.
8. EXISTING ELEVATIONS SHOWN SHALL BE CONSIDERED APPROXIMATE
UTILITY OWNER.
THEIR FACILITIES AND SHALL ALLOW FOR THE MITIGATION BY THE
OF CONTAMINATED OR HAZARDOUS MATERIALS ASSOCIATED WITH
7. AFFECTED UTILITY OWNERS SHALL BE ALTERED TO THE DISCOVERY
CODE RULE 753 SHALL APPLY.
6. THE RULES AND REGULATIONS OF NEW YORK STATE INDUSTRIAL
MAINTAINED FREE OF DEBRIS.
5. STORM DRAINS WITHIN THE CONTRACT LIMITS SHALL BE
CONSTRUCTION BY THE UTILITY OWNERS.
PROVIDE ACCESS FOR INSPECTION AND APPROVAL OF THE
ALL UTILITY OWNERS TO MAINTAIN THEIR FACILITIES. ALSO
4. PROVIDE ACCESS TO THE CONSTRUCTION AREA AT ALL TIMES FOR
NOTED.
(1'-0'') OF ALL EXISTING UTILITY SERVICES UNLESS OTHERWISE
3. ALL EXCAVATION SHALL BE PERFORMED BY HAND WITHIN ONE FOOT
NOT BE SHOWN.
UTILITY SYSTEMS. UTILITY SYSTEMS ABANDONED IN PLACE MAY
2. EXISTING UTILITY INFORMATION PROVIDED REPRESENTS ACTIVE
ACCURATE OR COMPLETE.
STREET SURFACE. THE LOCATIONS ARE NOT GUARANTEED TO BE
MAPS, SUE SURVEY, AND WHERE DATA IS AVAILABLE AT THE
1. EXISTING ACTIVE UTILITIES ARE SHOWN FROM RECORD UTILITY
GENERAL UTILITY NOTES:
NO. H-1042A.
FOR TRENCHING DETAILS, REFER TO NYCDOT DWG. 5.
SHALL MATCH THE EXISTING ADJACENT PAVEMENT.
SPECIFICATIONS. PAVEMENT COURSE THICKNESS
ACCORDANCE WITH THE LATEST NYSDOT STANDARD
TRENCHES, INCLUDING PAVEMENT COURSES, IN
THE DESIGN BUILDER SHALL RESTORE ALL UTILITY 4.
DOCUMENTS SECTION OF THE RFP.
REFER TO THE "ITS PLANS" IN THE REFERENCE
PROPOSED REPLACEMENT OF EXISTING FACILITIES
3. FOR ADDITIONAL ITS INFORMATION REGARDING
RFP.
IN THE REFERENCE DOCUMENTS SECTION OF THE
THE "LIGHTING PLANS" & TRAFFIC SIGNAL PLANS"
REPLACEMENT OF EXISTING FACILITIES REFER TO
SIGNAL INFORMATION REGARDING PROPOSED
2. FOR ADDITIONAL STREET LIGHTING AND TRAFFIC
FACILITIES WITHIN THE PROJECT LIMITS.
MAINTENANCE AND PROTECTION OF THE UTILITY
UTILITY RELOCATIONS AND/OR UTILITY
THE UTILITY SCOPE OF WORK FOR ALL PROPOSED
HC-140 DB UTILITY AGREEMENTS WHICH IDENTIFY
1. THE DB CONTRACTOR SHALL REFER TO THE NYSDOT
UTILITY PLAN NOTES (UTL-1 TO UTL-12:
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
JO
B
MA
NA
GE
RD
ESIG
N
SU
PE
RVIS
OR
DE
SIG
NC
HE
CK
DR
AF
TIN
GC
HE
CK
PR
OJ
EC
T
MA
NA
GE
R
nla
mbros
23-M
AR-2
020 15:0
6
X735.83_cph_utl_1.dgn
VAN WYCK EXPRESSWAY CAPACITY & ACCESS
QUEENS 11
BRIDGES CULVERTSPIN
COUNTY:
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
CONTRACT NUMBER
DRAWING NO.
SHEET NO. REGION:
X735.83
D900050IMPROVEMENTS TO JFK AIRPORT PROJECT
CONTRACT 2
SS
R 27+00
SS
R 28+00
NSR 10+00
NSR 11+00
NSR 10+00.00POB
EXISTING AIRTRAIN
LIMITS
ROADWAY
PROPOSED
VW
E
NB
OFF
RA
MP
VW
E
NB SE
RVIC
E
RD
95TH AVENUE
VW
E S
B SE
RVIC
E
RD
VA
N
WY
CK E
XP
RESS
WA
Y S
B
VA
N
WY
CK E
XP
RESS
WA
Y
NB
GRIDNORTH
0 10 20 30 40'10
1" = 20'
MATCHLINE: DWG. UTL-2
UTILITY PLANS
VWE SERVICE ROADS
XXX
UTL-1
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
X
STORM SEWER
NYCDEP WATER
SANITARY SEWER
CALPINE
CON EDISON &
NATIONAL GRID GAS
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER
PROPOSED CON EDISON
PROPOSED CHARTER
PROPOSED FDNY
PROPOSED NYCDEP WATER
LIGHTING CONDUITS
TRAFFIC SIGNAL &
EXISTING UTILITIES
PROPOSED DEMO OF
NYSDOT ITS
VERIZON
CHARTER
FDNY
LEGEND:
SANITARY SEWER
PROPOSED REMOVAL OF
STORM SEWER
PROPOSED REMOVAL OF
GRID GAS
PROPOSED NATIONAL
FOR MORE INFORMATION.
1. REFER TO UTILITY NOTES SHEET
NOTE:
19911
513
55
15794
M-701
M-8
263
M-14
184
15793
E
E
E
E
E
E
E
S
S
A 10+00.0
0
POB
SS
R 29+00
SS
R 30+00
NSR 12+00
VW
E
NB SE
RVIC
E
RD
VA
N
WY
CK E
XP
RESS
WA
Y
NB
VW
E S
B SE
RVIC
E
RD
EDISON)
M-NEW11 (CON
PROP. MANHOLE
EXISTING AIRTRAIN
VA
N
WY
CK E
XP
RESS
WA
Y S
B
ROADWAY LIMITS
PROPOSED
(NATIONAL GRID)
STEEL GAS MAIN
TO EXISTING 12''
PROPOSED CONNECTION
(NYCDEP)
SEWER MANHOLE
TO EXISTING
PROPOSED CONNECTION
(NATIONAL GRID)
STEEL GAS MAIN
TO EXISTING 30''
PROPOSED CONNECTION
ABANDONED IN PLACE
D900048) TO BE
UNDER DB CONTRACT
CONDUITS (INSTALLED
EXISTING CON EDISON
CONTRACT D900048)
(INSTALLED UNDER DB
MANHOLE M-NEW5
EXISTING CON EDISON
D900048)
UNDER DB CONTRACT
CONDUITS (INSTALLED
EXISTING CON EDISON
(CON EDISON)
PROPOSED CONDUITS
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
JO
B
MA
NA
GE
RD
ESIG
N
SU
PE
RVIS
OR
DE
SIG
NC
HE
CK
DR
AF
TIN
GC
HE
CK
PR
OJ
EC
T
MA
NA
GE
R
nla
mbros
23-M
AR-2
020 15:0
7
X735.83_cph_utl_2.d
gn
VAN WYCK EXPRESSWAY CAPACITY & ACCESS
QUEENS 11
BRIDGES CULVERTSPIN
COUNTY:
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
CONTRACT NUMBER
DRAWING NO.
SHEET NO. REGION:
X735.83
D900050IMPROVEMENTS TO JFK AIRPORT PROJECT
CONTRACT 2
GRIDNORTH
0 10 20 30 40'10
1" = 20'
MATCHLINE: DWG. UTL-3
MATCHLINE: DWG. UTL-1
MATCHLINE: DWG. UTL-3
UTILITY PLANS
VWE SERVICE ROADS
XXX
UTL-2
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
X
STORM SEWER
NYCDEP WATER
SANITARY SEWER
CALPINE
CON EDISON &
NATIONAL GRID GAS
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER
PROPOSED CON EDISON
PROPOSED CHARTER
PROPOSED FDNY
PROPOSED NYCDEP WATER
LIGHTING CONDUITS
TRAFFIC SIGNAL &
EXISTING UTILITIES
PROPOSED DEMO OF
NYSDOT ITS
VERIZON
CHARTER
FDNY
LEGEND:
SANITARY SEWER
PROPOSED REMOVAL OF
STORM SEWER
PROPOSED REMOVAL OF
GRID GAS
PROPOSED NATIONAL
M-146
53712
15795
513
21
"C"
E
EE
E
EE
SS
CC-106
E
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
JO
B
MA
NA
GE
RD
ESIG
N
SU
PE
RVIS
OR
DE
SIG
NC
HE
CK
DR
AF
TIN
GC
HE
CK
PR
OJ
EC
T
MA
NA
GE
R
nla
mbros
23-M
AR-2
020 15:0
7
X735.83_cph_utl_3.d
gn
VAN WYCK EXPRESSWAY CAPACITY & ACCESS
QUEENS 11
BRIDGES CULVERTSPIN
COUNTY:
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
CONTRACT NUMBER
DRAWING NO.
SHEET NO. REGION:
X735.83
D900050IMPROVEMENTS TO JFK AIRPORT PROJECT
CONTRACT 2
A 10+00
SSR 31+00
SSR 30+73.05PI
SSR 31+65.01 PI
NSR 13+00
NSR 14+00
NSR 12+62.73PI
NSR 13+47.96PI
VW
E S
B SE
RVIC
E
RD
ATLANTIC AVENUE
VWE
NB SER
VIC
E R
DMANHOLE (M-8291)TO CON EDISON PROP. CONNECTION
POSTPROP. FDNY
MANHOLEPROP. FDNY
(NATIONAL GRID)STEEL GAS MAINS PROP. 2-12''
CONDUITS (CON EDISON)PROP. 6-5'' STEEL
(CON EDISON)STEEL CONDUITS PROP. 4-5''
CONDUIT (FDNY)PROP. 4'' STEEL
GRID)GAS MAIN (NATIONAL PROP. 12'' STEEL
(NATIONAL GRID)STEEL GAS MAIN PROP. 30''
EDISON)CONDUITS (CON PROP. STEEL
MAIN (NYCDEP)PROP. 12'' DIP WATER
MAIN (NYCDEP)STEEL WATER PROP. 12''
(NYCDEP)JOINT CHAMBER PROP. EXPANSION
(CON EDISON)PROP. CONDUITS
(CON EDISON)PROP. CONDUITS
(CON EDISON)PROP. CONDUITS
(FDNY)PVC COUPLING PROP. STEEL TO
(FDNY)PVC COUPLING PROP. STEEL TO
CONDUIT (FDNY)PROP. 4'' PVC
MANHOLE (M-8292)TO CON EDISON PROP. CONNECTION
GRID)EXISTING (NATIONAL MAIN TO CONNECT TO PROP. 12'' STEEL GAS
GRID)EXISTING (NATIONAL MAIN TO CONNECT TO PROP. 12'' STEEL GAS
(NYCDEP)WATER MAIN PROP. 12'' DIP
REMAINCONDUITS TO EX. CALPINE
GAS MAINNATIONAL GRID EXISTING 12'' CONNECTION TO PROP.
MANHOLE (M-8262)TO CON EDISON PROP. CONNECTION
CONDUIT (FDNY)PROP. 4'' PVC
GRID
NORTH
0 10 20 30 40'10
1" = 20'
MATCHLINE: DWG. UTL-2
MAT
CHLIN
E:
DW
G.
UTL-4
MATCHLINE: DWG. UTL-2
MATCHLINE:
DWG. UTL-5
MATCHLINE: DWG. UTL-5
UTILITY PLANS
94TH/ATLANTIC AVENUE BRIDGE
XXX
UTL-3
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
X
STORM SEWER
NYCDEP WATER
SANITARY SEWER
CALPINE
CON EDISON &
NATIONAL GRID GAS
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER
PROPOSED CON EDISON
PROPOSED CHARTER
PROPOSED FDNY
PROPOSED NYCDEP WATER
LIGHTING CONDUITS
TRAFFIC SIGNAL &
EXISTING UTILITIES
PROPOSED DEMO OF
NYSDOT ITS
VERIZON
CHARTER
FDNY
LEGEND:
SANITARY SEWER
PROPOSED REMOVAL OF
STORM SEWER
PROPOSED REMOVAL OF
GRID GAS
PROPOSED NATIONAL
M-146
51320
TM-4222
"A"
"A"
M-12
948
M-17273
M-8
261
M-8262
M-14
5
52048
M-8291
M-8292
"D"
"G"
"F"
E
E
E
E
E
E
E
E
E
E
E
E
E
F
F
G
G
S
S
W
F
S
S
S
A 11+00
A 11+34.7
3
PI
94TH AVENUE
LIMITS
ROADWAY
PROPOSED
MANHOLE (M-11217)
EXISTING CON EDISON
PROP. CONNECTION TO
EDISON)
PROP. CONDUITS (CON
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
JO
B
MA
NA
GE
RD
ESIG
N
SU
PE
RVIS
OR
DE
SIG
NC
HE
CK
DR
AF
TIN
GC
HE
CK
PR
OJ
EC
T
MA
NA
GE
R
nla
mbros
23-M
AR-2
020 15:0
7
X735.83_cph_utl_4.d
gn
VAN WYCK EXPRESSWAY CAPACITY & ACCESS
QUEENS 11
BRIDGES CULVERTSPIN
COUNTY:
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
CONTRACT NUMBER
DRAWING NO.
SHEET NO. REGION:
X735.83
D900050IMPROVEMENTS TO JFK AIRPORT PROJECT
CONTRACT 2
MAT
CHLIN
E:
DW
G.
UTL-3
GRID
NORTH
0 10 20 30 40'10
1" = 20'
UTILITY PLANS
94TH AVENUE
XXX
UTL-4
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
X
STORM SEWER
NYCDEP WATER
SANITARY SEWER
CALPINE
CON EDISON &
NATIONAL GRID GAS
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER
PROPOSED CON EDISON
PROPOSED CHARTER
PROPOSED FDNY
PROPOSED NYCDEP WATER
LIGHTING CONDUITS
TRAFFIC SIGNAL &
EXISTING UTILITIES
PROPOSED DEMO OF
NYSDOT ITS
VERIZON
CHARTER
FDNY
LEGEND:
SANITARY SEWER
PROPOSED REMOVAL OF
STORM SEWER
PROPOSED REMOVAL OF
GRID GAS
PROPOSED NATIONAL
M-8394
M-11217
E
E
G
S
T
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
JO
B
MA
NA
GE
RD
ESIG
N
SU
PE
RVIS
OR
DE
SIG
NC
HE
CK
DR
AF
TIN
GC
HE
CK
PR
OJ
EC
T
MA
NA
GE
R
nla
mbros
23-M
AR-2
020 15:0
7
X735.83_cph_utl_5.d
gn
VAN WYCK EXPRESSWAY CAPACITY & ACCESS
QUEENS 11
BRIDGES CULVERTSPIN
COUNTY:
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
CONTRACT NUMBER
DRAWING NO.
SHEET NO. REGION:
X735.83
D900050IMPROVEMENTS TO JFK AIRPORT PROJECT
CONTRACT 2
SS
R 32+00
SS
R 33+00
NS
R 15+00
NSR 14+84.84 PC
NSR 15+74.30PCC
(M-NEW6)EDISON MANHOLE
PROP. CON
VW
E S
B SE
RVIC
E
RD
VA
N
WY
CK E
XP
RESS
WA
Y S
B
VA
N
WY
CK E
XP
RESS
WA
Y
NB
VW
E
NB SE
RVIC
E
RD
(NYCDEP)WATER MAIN
PROP. 12'' DIP
(NATIONAL GRID)
STEEL GAS MAIN
PROP. 30''
(NATIONAL GRID)
STEEL GAS MAIN
PROP. 12''
CONDUIT(FDNY)
PROP. 4'' PVC
(NYCDEP)WATER MAIN
PROP. 12'' DIP
(CON EDISON)
PROP. CONDUITS
EDISON BOX (51318)
TO EXISTING CON
PROP. CONNECTION
REMAINCONDUITS TO
EX. CALPINE
MANHOLEPROP. FDNY
(CON EDISON)
PROP. 16-5'' CD
(CON EDISON)
PROP. 10-5'' CD
GRIDNORTH
0 10 20 30 40'10
1" = 20'
UTILITY PLANS
VWE SERVICE ROADS
XXX
UTL-5
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
X
MATCHLINE: DWG. UTL-4
MATCHLINE: DWG. UTL-4
MATCHLINE: DWG. UTL-6
STORM SEWER
NYCDEP WATER
SANITARY SEWER
CALPINE
CON EDISON &
NATIONAL GRID GAS
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER
PROPOSED CON EDISON
PROPOSED CHARTER
PROPOSED FDNY
PROPOSED NYCDEP WATER
LIGHTING CONDUITS
TRAFFIC SIGNAL &
EXISTING UTILITIES
PROPOSED DEMO OF
NYSDOT ITS
VERIZON
CHARTER
FDNY
LEGEND:
SANITARY SEWER
PROPOSED REMOVAL OF
STORM SEWER
PROPOSED REMOVAL OF
GRID GAS
PROPOSED NATIONAL
513
18"F"
M-23431
VS-1281
M-14
180
60890
513
19
"E"
E
E
E
E
AB
OVE
GR
OUND (LIR
R JCI
PLA
NS)
4"
ELE
CTRIC
AL
COND
UIT
S
S
S
W
F
SE
S
X=1035761.5
711
C
C
C
C
C
C
SS
R 34+00
NS
R 16+00
NS
R 17+00
NSR 16+78.17
PT
VW
E S
B SE
RVIC
E
RD
VA
N
WY
CK E
XP
RESS
WA
Y S
B
VA
N
WY
CK E
XP
RESS
WA
Y
NB
VW
E
NB SE
RVIC
E
RD
(NYCDEP)WATER MAIN PROP. 12'' DIP
(NATIONAL GRID)STEEL GAS MAIN PROP. 30''
(NATIONAL GRID)STEEL GAS MAIN PROP. 12''
(CON EDISON)PROP. 10-5'' CD
REMAINCONDUITS TO EX. CALPINE
(NYCDEP)WATER MAIN PROP. 12'' DIP
CONDUIT(FDNY)PROP. 4'' PVC
(CON EDISON)CONC. DUCTS PROP. 24-5''
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
JO
B
MA
NA
GE
RD
ESIG
N
SU
PE
RVIS
OR
DE
SIG
NC
HE
CK
DR
AF
TIN
GC
HE
CK
PR
OJ
EC
T
MA
NA
GE
R
nla
mbros
23-M
AR-2
020 15:0
7
X735.83_cph_utl_6.d
gn
VAN WYCK EXPRESSWAY CAPACITY & ACCESS
QUEENS 11
BRIDGES CULVERTSPIN
COUNTY:
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
CONTRACT NUMBER
DRAWING NO.
SHEET NO. REGION:
X735.83
D900050IMPROVEMENTS TO JFK AIRPORT PROJECT
CONTRACT 2
GRIDNORTH
0 10 20 30 40'10
1" = 20'
UTILITY PLANS
VWE SERVICE ROADS
XXX
UTL-6
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
X
MATCHLINE: DWG. UTL-5
MATCHLINE: DWG. UTL-7
STORM SEWER
NYCDEP WATER
SANITARY SEWER
CALPINE
CON EDISON &
NATIONAL GRID GAS
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER
PROPOSED CON EDISON
PROPOSED CHARTER
PROPOSED FDNY
PROPOSED NYCDEP WATER
LIGHTING CONDUITS
TRAFFIC SIGNAL &
EXISTING UTILITIES
PROPOSED DEMO OF
NYSDOT ITS
VERIZON
CHARTER
FDNY
LEGEND:
SANITARY SEWER
PROPOSED REMOVAL OF
STORM SEWER
PROPOSED REMOVAL OF
GRID GAS
PROPOSED NATIONAL
T
"A"
"C"
"B"
EE
M-144
F
S
S
C
C
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
JO
B
MA
NA
GE
RD
ESIG
N
SU
PE
RVIS
OR
DE
SIG
NC
HE
CK
DR
AF
TIN
GC
HE
CK
PR
OJ
EC
T
MA
NA
GE
R
nla
mbros
23-M
AR-2
020 15:0
8
X735.83_cph_utl_7.d
gn
VAN WYCK EXPRESSWAY CAPACITY & ACCESS
QUEENS 11
BRIDGES CULVERTSPIN
COUNTY:
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
CONTRACT NUMBER
DRAWING NO.
SHEET NO. REGION:
X735.83
D900050IMPROVEMENTS TO JFK AIRPORT PROJECT
CONTRACT 2
SS
R 35+00
SS
R 36+00
SSR 36+07.98
PC
NS
R 18+00
NS
R 19+00
NSR 18+96.35
PC
VW
E
NB SE
RVIC
E
RD
VA
N
WY
CK E
XP
RESS
WA
Y
NB
VA
N
WY
CK E
XP
RESS
WA
Y S
B
VW
E S
B SE
RVIC
E
RD
ARCHER AVENUE
TUNNEL
SUBWAY
EXISTING
TUNNEL
SUBWAY
EXISTING
(NYCDEP)WATER MAIN PROP. 12'' DIP
(NATIONAL GRID)STEEL GAS MAIN PROP. 30''
(NATIONAL GRID)STEEL GAS MAIN PROP. 12''
(CON EDISON)PROP. 10-5'' CD
POSTPROP. FDNY
PVC CONDUITPROP. 4'' FDNY
MANHOLEPROP. FDNY
PVC CONDUITPROP. 4'' FDNY
(CON EDISON)PROP. CONC. DUCTS
DUCTS (CON EDISON)PROP. 24-5'' CONC.
REMAINCONDUITS TO EX. CALPINE
(NYCDEP)WATER MAIN PROP. 12'' DIP
0 10 20 30 40'10
1" = 20'
UTILITY PLANS
VWE SERVICE ROADS
XXX
UTL-7
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
X
MATCHLINE: DWG. UTL-8
MATCHLINE: DWG. UTL-6
GRIDNORTH
STORM SEWER
NYCDEP WATER
SANITARY SEWER
CALPINE
CON EDISON &
NATIONAL GRID GAS
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER
PROPOSED CON EDISON
PROPOSED CHARTER
PROPOSED FDNY
PROPOSED NYCDEP WATER
LIGHTING CONDUITS
TRAFFIC SIGNAL &
EXISTING UTILITIES
PROPOSED DEMO OF
NYSDOT ITS
VERIZON
CHARTER
FDNY
LEGEND:
SANITARY SEWER
PROPOSED REMOVAL OF
STORM SEWER
PROPOSED REMOVAL OF
GRID GAS
PROPOSED NATIONAL
M-8
327
M-14
3
515
60
E
M-20318
M-12
949
M-8085
E
E
E
E
E F
F
S S
SF
F
S
SS
R 37+00
SS
R 38+00
NS
R 19+00
NS
R 20+00
NSR 18+96.35
PC
NSR 19+23.31
PT
VW
E
NB SE
RVIC
E
RD
VA
N
WY
CK E
XP
RESS
WA
Y
NB
VA
N
WY
CK E
XP
RESS
WA
Y S
B
VW
E S
B SE
RVIC
E
RD
(CON EDISON)
CONC. DUCTS
PROP. 4-5''
(M-8036)
EDISON MANHOLE
TO EXISTING CON
PROP. CONNECTION
(CON EDISON)
CONC. DUCTS
PROP. 6-5''
MANHOLE (M-NEW7)
PROP. CON EDISON
(NYCDEP)
WATER MAIN
PROP. 12'' DIP
(NATIONAL GRID)
STEEL GAS MAIN
PROP. 12''
(NATIONAL GRID)
GAS MAIN
PROP. 30'' STEEL
(CON EDISON)
CONC. DUCTS
PROP. 6-5''
MANHOLE (M-NEW14)
PROP. CON EDISON
MANHOLE (M-NEW10)
PROP. CON EDISON
(CON EDISON)
CONC. DUCTS
PROP. 6-5''
(CON EDISON)
CONC. DUCTS
PROP. 4-5''
SYSTEM (NYCDEP)
TO EXISTING
MAIN CONNECTION
PROP. 12'' WATER
TUNNEL
SUBWAY
EXISTING
(CON EDISON)
CONC. DUCTS
PROP. 10-5''
LIMITS
PROP. ROADWAY
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
JO
B
MA
NA
GE
RD
ESIG
N
SU
PE
RVIS
OR
DE
SIG
NC
HE
CK
DR
AF
TIN
GC
HE
CK
PR
OJ
EC
T
MA
NA
GE
R
nla
mbros
23-M
AR-2
020 15:0
8
X735.83_cph_utl_8.d
gn
VAN WYCK EXPRESSWAY CAPACITY & ACCESS
QUEENS 11
BRIDGES CULVERTSPIN
COUNTY:
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
CONTRACT NUMBER
DRAWING NO.
SHEET NO. REGION:
X735.83
D900050IMPROVEMENTS TO JFK AIRPORT PROJECT
CONTRACT 2
0 10 20 30 40'10
1" = 20'
UTILITY PLANS
VWE SERVICE ROADS
XXX
UTL-8
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
X
MATCHLINE: DWG. UTL-9
MATCHLINE: DWG. UTL-7
GRIDNORTH
STORM SEWER
NYCDEP WATER
SANITARY SEWER
CALPINE
CON EDISON &
NATIONAL GRID GAS
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER
PROPOSED CON EDISON
PROPOSED CHARTER
PROPOSED FDNY
PROPOSED NYCDEP WATER
LIGHTING CONDUITS
TRAFFIC SIGNAL &
EXISTING UTILITIES
PROPOSED DEMO OF
NYSDOT ITS
VERIZON
CHARTER
FDNY
LEGEND:
SANITARY SEWER
PROPOSED REMOVAL OF
STORM SEWER
PROPOSED REMOVAL OF
GRID GAS
PROPOSED NATIONAL
FOR MORE INFORMATION.
1. REFER TO UTILITY NOTES SHEET
NOTE:
E
E
M-8037
M12440
M-14177
M-19
219
M72003
FACILITY F-18001
CON ED. CRITICAL
FACILITY F-701 & F-702
CON ED. CRITICAL
M-8
036
E
E
E
E
G
S
T
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
JO
B
MA
NA
GE
RD
ESIG
N
SU
PE
RVIS
OR
DE
SIG
NC
HE
CK
DR
AF
TIN
GC
HE
CK
PR
OJ
EC
T
MA
NA
GE
R
nla
mbros
23-M
AR-2
020 15:0
8
X735.83_cph_utl_9.d
gn
VAN WYCK EXPRESSWAY CAPACITY & ACCESS
QUEENS 11
BRIDGES CULVERTSPIN
COUNTY:
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
CONTRACT NUMBER
DRAWING NO.
SHEET NO. REGION:
X735.83
D900050IMPROVEMENTS TO JFK AIRPORT PROJECT
CONTRACT 2
SS
R 38+00
SS
R 39+00
NS
R 21+00
NS
R 22+00
NSR 21+98.72
PI
VW
E S
B SE
RVIC
E
RD
VA
N
WY
CK E
XP
RESS
WA
Y S
B
VA
N
WY
CK E
XP
RESS
WA
Y
NB
VW
E
NB SE
RVIC
E
RD
VW
E
NB
ON
RA
MP
91ST AVENUE
(NYCDEP)
WATER MAIN
PROP. 12'' DIP
EXISTING SYSTEM
CONNECTION TO
PROP. WATER MAIN
SYSTEM
TO EXISTING
MAIN CONNECTION
PROP. 30'' GAS
SYSTEM
TO EXISTING
CONNECTION
GAS MAIN
PROP. 12''
DUCTS (CON EDISON)
PROP. 6-5'' CONC.
MANHOLE (M-NEW12)
PROP. CON EDISON
DUCTS (CON EDISON)
PROP. 8-4'' CONC.
12'' MAIN (NYCDEP)
PIPE CONNECTION TO
PROP. FIRE HYDRANT &
DUCTS (CON EDISON)
PROP. 6-5'' CONC.
0 10 20 30 40'10
1" = 20'
MATCHLINE: DWG. UTL-10
UTILITY PLANS
VWE SERVICE ROADS
XXX
UTL-9
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
X
MATCHLINE: DWG. UTL-8
GRIDNORTH
STORM SEWER
NYCDEP WATER
SANITARY SEWER
CALPINE
CON EDISON &
NATIONAL GRID GAS
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER
PROPOSED CON EDISON
PROPOSED CHARTER
PROPOSED FDNY
PROPOSED NYCDEP WATER
LIGHTING CONDUITS
TRAFFIC SIGNAL &
EXISTING UTILITIES
PROPOSED DEMO OF
NYSDOT ITS
VERIZON
CHARTER
FDNY
LEGEND:
SANITARY SEWER
PROPOSED REMOVAL OF
STORM SEWER
PROPOSED REMOVAL OF
GRID GAS
PROPOSED NATIONAL
FOR MORE INFORMATION.
1. REFER TO UTILITY NOTES SHEET
NOTE:
MH-1
E
E
M-7
076
M-17
006
50928
E
M-7101
BUS COMPT.
M-19874
M-14
2
E
E
E
E
E
E
EF
S
S
S
S
S
SS
R 40+00
SS
R 41+00
SSR 39+75.11
PRC
SSR 40+41.43
PT
NS
R 23+00
NSR 22+52.99
PI
VW
E S
B SE
RVIC
E
RD
VA
N
WY
CK E
XP
RESS
WA
Y S
B
VA
N
WY
CK E
XP
RESS
WA
Y
NB
VW
E
NB SE
RVIC
E
RD
VW
E
NB
ON
RA
MP
91ST AVENUE
MANHOLE (M-NEW8)
PROP. CON EDISON
DUCTS (CON EDISON)
PROP. 2-5'' CONC.
DUCTS (CON EDISON)
PROP. 6-5'' CONC.
BE ABANDONED IN PLACE
EX. CON EDISON DUCTS TO
MANHOLE (M-NEW13)
PROP. CON EDISON
DUCTS (CON EDISON)
PROP. X-5'' CONC.
LIMITS
PROP. ROADWAY
VAULTS
TO CON EDISON
PROP. CONNECTION
MH (M-279)
TO CON EDISON
PROP. CONNECTION
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
JO
B
MA
NA
GE
RD
ESIG
N
SU
PE
RVIS
OR
DE
SIG
NC
HE
CK
DR
AF
TIN
GC
HE
CK
PR
OJ
EC
T
MA
NA
GE
R
nla
mbros
23-M
AR-2
020 15:0
8
X735.83_cph_utl_10.d
gn
VAN WYCK EXPRESSWAY CAPACITY & ACCESS
QUEENS 11
BRIDGES CULVERTSPIN
COUNTY:
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
CONTRACT NUMBER
DRAWING NO.
SHEET NO. REGION:
X735.83
D900050IMPROVEMENTS TO JFK AIRPORT PROJECT
CONTRACT 2
0 10 20 30 40'10
1" = 20'
UTILITY PLANS
VWE SERVICE ROADS
XXX
UTL-10
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
X
MATCHLINE: DWG. UTL-11
MATCHLINE: DWG. UTL-9
GRIDNORTH
STORM SEWER
NYCDEP WATER
SANITARY SEWER
CALPINE
CON EDISON &
NATIONAL GRID GAS
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER
PROPOSED CON EDISON
PROPOSED CHARTER
PROPOSED FDNY
PROPOSED NYCDEP WATER
LIGHTING CONDUITS
TRAFFIC SIGNAL &
EXISTING UTILITIES
PROPOSED DEMO OF
NYSDOT ITS
VERIZON
CHARTER
FDNY
LEGEND:
SANITARY SEWER
PROPOSED REMOVAL OF
STORM SEWER
PROPOSED REMOVAL OF
GRID GAS
PROPOSED NATIONAL
FOR MORE INFORMATION.
1. REFER TO UTILITY NOTES SHEET
NOTE:
M-279
STL. PLATE
ST
L.
PLAT
E
M-19464
M-8
197
50940
M-1427
M-19
461
M-646
VS-9104
VS-8779
E
E
E
E
E
E
M-652
E
E
E
S
SS
W
TT
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
JO
B
MA
NA
GE
RD
ESIG
N
SU
PE
RVIS
OR
DE
SIG
NC
HE
CK
DR
AF
TIN
GC
HE
CK
PR
OJ
EC
T
MA
NA
GE
R
nla
mbros
23-M
AR-2
020 15:0
8
X735.83_cph_utl_11.d
gn
VAN WYCK EXPRESSWAY CAPACITY & ACCESS
QUEENS 11
BRIDGES CULVERTSPIN
COUNTY:
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
CONTRACT NUMBER
DRAWING NO.
SHEET NO. REGION:
X735.83
D900050IMPROVEMENTS TO JFK AIRPORT PROJECT
CONTRACT 2
SS
R 42+00
NS
R 24+00
NS
R 25+00
NSR 24+43.24
PC
SB
SE
RVIC
E
RO
AD
NB SE
RVIC
E
RO
AD
vVA
N
WY
CK E
XP
RESS
WA
Y S
B
vVA
N
WY
CK E
XP
RESS
WA
Y
NB
VW
E S
B
ON-R
AMP
VW
E
NB
OFF-R
AMP
UTILITY PLANS
VWE SERVICE ROADS
XXX
UTL-11
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
X
0 10 20 30 40'10
1" = 20'
MATCHLINE: DWG. UTL-10
GRIDNORTH
STORM SEWER
NYCDEP WATER
SANITARY SEWER
CALPINE
CON EDISON &
NATIONAL GRID GAS
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER
PROPOSED CON EDISON
PROPOSED CHARTER
PROPOSED FDNY
PROPOSED NYCDEP WATER
LIGHTING CONDUITS
TRAFFIC SIGNAL &
EXISTING UTILITIES
PROPOSED DEMO OF
NYSDOT ITS
VERIZON
CHARTER
FDNY
LEGEND:
SANITARY SEWER
PROPOSED REMOVAL OF
STORM SEWER
PROPOSED REMOVAL OF
GRID GAS
PROPOSED NATIONAL
FOR MORE INFORMATION.
1. REFER TO UTILITY NOTES SHEET
NOTE:
M-19464
VS-8587
50941
52451
EE
S
GRID
NO
RT
H
C12
SCALE: „" = 1'-0"
B12 A12
3'-3"
9'-•"
8'-2‚" 14'-5‚" 14'-5‚" 10'-ƒ"
21'-0"47'-1•"
SCALE: „" = 1'-0"
21'-4"24'-2"24'-2"
EXIST GROUND
APPROX.
SCALE: „" = 1'-0"
SECTION A-A
A
A10'-7"
8'-7"
4'-6"
TOP OF LOW RAIL
1'-6"
1'-6‡"
1'-8‚"
TOP OF EXISTING DECK
TOP OF EXISTING DECK
TOP OF LOW RAIL
ABUTMENT BEARING
EXISTING WESTc
BOX TO REMAIN
EXISTING LIGHTING CONDUIT TO REMAIN
EXISTING LIGHTING
ATLANTIC CONTACT
CONDUIT REMOVED UNDER
EXISTING MCI/ALTICE UTILITY
CONDUIT TO REMAIN
EXISTING LIGHTING
CONDUIT TO REMAIN
EXISTING LIGHTING CONDUITS (MCI & ALTICE)
PROPOSED 2 - 4'' DIA. RGS
EXISITNG POLE
BE ATTACHED TO
ALTICE CABLES TO
PROPOSED MCI AND
TO REMAIN
EX. UTILITY POLE A
FIBER OPTIC CABLES
PROPOSED MCI/ALTICE
EXISITNG POLE
BE ATTACHED TO
ALTICE CABLES TO
PROPOSED MCI AND
CONDUITS (MCI & ALTICE)
PROPOSED 2 - 4'' DIA. RGS
MCI CONDUIT
EXISTING ALTICE &
(MCI & ALTICE)
DIA. RGS CONDUITS
PROPOSED 2 - 4''
PROPOSED PLAN
PROPOSED ELEVATION
PROTECTED
MAINTAINED AND
GROUND LEVEL,
BE LOWERED TO THE
FIBER OPTIC CABLES TO
EXISTING MCI/ALTICE
ATLANTIC 6 CONTRACT
PROPOSED CABLE PULLING IN
RECONFIGURED DURING
CABLES TO BE
EXISTING SPLICE CANS AND
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
JO
B
MA
NA
GE
RD
ESIG
N
SU
PE
RVIS
OR
DE
SIG
NC
HE
CK
DR
AF
TIN
GC
HE
CK
PR
OJ
EC
T
MA
NA
GE
R
DG
N$U
SE
RN
AM
E
DG
N$S
YTIM
E
DG
N$SPE
C
VAN WYCK EXPRESSWAY CAPACITY & ACCESS
QUEENS 11
BRIDGES CULVERTSPIN
COUNTY:
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
CONTRACT NUMBER
DRAWING NO.
SHEET NO. REGION:
X735.83
D900050IMPROVEMENTS TO JFK AIRPORT PROJECT
CONTRACT 2
7076800
XXX
UTL-12
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
X
LIRR MAINLINE 1/3 BRIDGE
WEST ABUTMENT UTILITY PLANINDICATIVE PLAN
C
C
C
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
JO
B
MA
NA
GE
RD
ESIG
N
SU
PE
RVIS
OR
DE
SIG
NC
HE
CK
DR
AF
TIN
GC
HE
CK
PR
OJ
EC
T
MA
NA
GE
R
nla
mbros
23-M
AR-2
020 15:0
9
X735.83_cph_utl_13.d
gn
VAN WYCK EXPRESSWAY CAPACITY & ACCESS
QUEENS 11
BRIDGES CULVERTSPIN
COUNTY:
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
CONTRACT NUMBER
DRAWING NO.
SHEET NO. REGION:
X735.83
D900050IMPROVEMENTS TO JFK AIRPORT PROJECT
CONTRACT 2
VAN
WYC
K E
XPRESS
WAY
SB
SB SERVIC
E ROAD
SIGNAL CONDUITS
PROPOSED 4" RGS
CONSTRUCTION
DURING BRIDGE
CONDUIT TO BE REMOVED
TO LIRR AFTER REMOVAL.
CABLE TO BE RETURN
WALL
RETAINING
ON EXISTING
CONDUITS
PROPOSED RGS
CABLES ARE INSTALLED
PROTECTED UNTIL NEW
TO BE MAINTAINED AND
EXISTING SIGNAL CABLE
BIN 7076800
PROPOSED FASCIA
BIN 7076800
EXISTING FASCIA
SEE NOTE 3
SWITCH POINTS (TYP.),
APPROXIMATE PLANE OF
MAINLINE TRACK 3c
MAINLINE TRACK 1c
YARD TRACK 1
RECEIVING c
MONTAUK TRACK
WESTBOUND c
UTILITY TREE
CONDUITS ON
PROPOED RGS
SB SER
VIC
E R
OA
D
vVA
N
WYC
K E
XPRESS
WA
Y SB
vVA
N
WYC
K E
XPRESS
WA
Y
NB
NB SER
VIC
E R
OA
D
ARCHER AVE
RUNNING E-W.
CONTINUES AERIALLY
GROUND. ONE CABLE
RUNS DOWN RISER INTO
EXISTING ONE CABLE
GROUND
RIDER INTO THE
CABLES RUN DOWN
2 EXISTING AERIAL
SYSTEM
SUFFICIENT SLACK IN THE
AND PROTECTED IF THERE IS
RAISED 10 FEET, MAINTAINED,
COMMUNICATION CABLES TO BE
EX. 2 AERIAL LIRR
SIGNALS CABINET
PROPOED LIRR
PROPOSED CABINET
BRIDGE TO
UNDERGROUND FROM
CONDUITS RUNNING
PROP. LIRR SIGNAL
SIGNALS GROUP
BRIDGE DONE BY LIRR
ONTO PROPOSED MAINLINE
AND PROTECTED. RELOCATION
OFF BRIDGE, MAINTAINED
IN BALLAST TO BE PULLED
EXISTING SIGNAL CABLE
SIGNALS CABINET
PROPOED LIRR
MANHOLE
EX. LIRR SIGNALS
MATCH EXISTING
APPROXIMATELY
7066687 FASCIA TO
PROPOSED BIN
7076800
XX
UTL-13
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
X
LIRR MAINLINE 1/3 BRIDGE
LIRR UTILITY RELOCATION PLANINDICATIVE PLAN
0 10 20 30 40'10
1" = 20'
GRID
NORTH
SCHEME.
GAIN NECESSARY APPROVAL FOR PROPOSED RELOCATION
5. NYSDOT DESIGN-BUILDER SHALL COORDINATE WITH LIRR TO
GROUP.
CABLES SHALL BE PERFORMED BY LIRR COMMUNICATION
4. ALL CUTOVERS, PULLING, AND SPLICING OF COMMUNICATION
GROUP.
SHALL BE COORDINATED WITH LIRR COMMUNICATIONS
3. ALL LIRR COMMUNICATION CABLE UTILITY RELOCATION
SHALL BE PERFORMED BY LIRR SIGNALS GROUP.
2. ALL CUTOVERS, PULLING, AND SPLICING OF SIGNAL CABLES
COORDINATED WITH LIRR SIGNALS GROUP.
1. ALL LIRR SIGNAL CABLE UTILITY RELOCATION SHALL BE
NOTES:
F
F
S
E
E
E
E
F
F
G
S
S
S
101087
T
T
P
101044
101042
P
P
PP
T
C
CC
C
C
CC
C
C
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
JO
B
MA
NA
GE
RD
ESIG
N
SU
PE
RVIS
OR
DE
SIG
NC
HE
CK
DR
AF
TIN
GC
HE
CK
PR
OJ
EC
T
MA
NA
GE
R
nla
mbros
23-M
AR-2
020 15:13
X735.83_cph_utl_14.d
gn
VAN WYCK EXPRESSWAY CAPACITY & ACCESS
QUEENS 11
BRIDGES CULVERTSPIN
COUNTY:
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
CONTRACT NUMBER
DRAWING NO.
SHEET NO. REGION:
X735.83
D900050IMPROVEMENTS TO JFK AIRPORT PROJECT
CONTRACT 2
GRID
NORTH
FORCES
TO BE PULLED BY LIRR
PROPOSED CABLE (SIGNAL)
BIN 7076800
PROPOSED FASCIA
MATCH EXISTING
7066688 FASCIA TO
PROPOSED BIN
MATCH EXISTING
7066688 FASCIA TO
PROPOSED BIN
EXISTING
TO MATCH
7066687 FASCIA
PROPOSED BIN
BIN 7076800
EXISTING FASCIA
MAINLINE TRACK 1c
YARD TRACK 1
RECEIVING c
MONTAUK TRACK
WESTBOUND c
TRACK 3
ATLANTIC AVE.
WESTBOUND c
MAINLINE TRACK 2
EASTBOUNDc
10 WEST TRACKc
5 TRACK
ATLANTICc
16A FOUNDATION
PROPOSED BENT LINE
TO REMAIN
ABUTMENT FOUNDATION
EXISTING EAST
TRACK 1
ATLANTIC AVE.
WESTBOUND c
TRACK 2
ATLANTIC AVE.
WESTBOUND c
MAINLINE TRACK 4
EASTBOUNDc
TRACK 4
ATLANTIC AVE.
WESTBOUND c
MAINLINE TRACK 4
EASTBOUNDc
MAINLINE TRACK 2
EASTBOUNDc
EXISTING
FASCIA TO MATCH
PROPOSED BIN 7066687
DURING C2 CONSTRUCTION
RETAINING WALL
LIRR CABLES ON EAST
MAINTAIN AND PROTECT
ON MAINLINE 1/3 BRIDGE
INSTALLED AND ENERGIZED
NEW CABLES ARE
EXISTING LIRR SIGNAL CABLE UNTIL
MAINTAIN AND PROTECT
DURING C2 CONSTRUCTION
EAST RETAINING WALL
LIRR SIGNAL CABLES ON
MAINTAIN AND PROTECT
SIGNALS CABINET
PROPOED LIRR
PROPOSED PLAN
XX
UTL-14
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
X
LIRR DOUBLE DECK BRIDGE
7066687
7066688
GRID
NORTH
0 10 20 30 40'10
1" = 20'
LIRR UTILITY RELOCATION PLANINDICATIVE PLAN
SCHEME.
GAIN NECESSARY APPROVAL FOR PROPOSED RELOCATION
3. NYSDOT DESIGN-BUILDER SHALL COORDINATE WITH LIRR TO
SHALL BE PERFORMED BY LIRR SIGNALS GROUP.
2. ALL CUTOVERS, PULLING, AND SPLICING OF SIGNAL CABLES
COORDINATED WITH LIRR SIGNALS GROUP.
1. ALL LIRR SIGNAL CABLE UTILITY RELOCATION SHALL BE
NOTES:
S
S
S
HYD
T
T
P
P
T
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
JO
B
MA
NA
GE
RD
ESIG
N
SU
PE
RVIS
OR
DE
SIG
NC
HE
CK
DR
AF
TIN
GC
HE
CK
PR
OJ
EC
T
MA
NA
GE
R
DG
N$U
SE
RN
AM
E
DG
N$S
YTIM
E
DG
N$SPE
C
VAN WYCK EXPRESSWAY CAPACITY & ACCESS
QUEENS 11
BRIDGES CULVERTSPIN
COUNTY:
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
CONTRACT NUMBER
DRAWING NO.
SHEET NO. REGION:
X735.83
D900050IMPROVEMENTS TO JFK AIRPORT PROJECT
CONTRACT 2
24'-0"
6'-0"
16'-0" 7'-6"
4'-0"
15'-6"
4'-0"C W X H SK M N NX T R P
c BR
G.
83'-‡" 75'-5"
14'-5™"7'-2‚" 20'-6†" 15'-‚" 17'-5‚"
8'-3‚"
15'-10…" 3'-1‡" 15'-3" 17'-6‚" 17'-5" 14'-4‰" 5'-1ƒ"
4'-0"
1'-6"
16'-4̂
"2'-6"
2'-4"
4'-0"
24'-0"
9'-11"
1'-10"
7'-6"
1'-10ƒ"
7„"
GRID
NO
RT
H
DECK, AND TRACK NOT SHOWN
UPPER LEVEL FLOORBEAMS,
SERVICE ROAD
TOP OF NORTHBOUND
TO BE MAINTAINED AND PROTECTED
CONTAINING 2 SIGNAL CABLES
EXISTING LIRR CONDUIT
CONDUITS TO REMAIN
2 EXISTING LIGHTING
TO BE MAINTAINED AND PROTECTED
CONTAINING SIGNAL CABLES
EXISTING 5 LIRR CONDUITS
SERVICE ROAD
TOP OF NORTHBOUND
REMAIN
LIGHTING CONDUITS TO
EXISTING EMBEDDED
EXISTING WALL FOOTING
EXISTING WALL FOOTING
TO BE MAINTAINED AND PROTECTED
CONTAINING SIGNAL CABLES
EXISTING 5 LIRR CONDUITS
TO BE MAINTAINED AND PROTECTED
CONTAINING 2 SIGNAL CABLES
EXISTING LIRR CONDUIT
CONDUITS TO REMAIN
2 EXISTING LIGHTING
EL. 36.50
SCALE: ˆ = 1'-0"
SCALE: ˆ = 1'-0"
SCALE: ˆ = 1'-0"
SECTION B-B
A
A B
SCALE: ˆ = 1'-0"
SECTION A-A
B
XXX
UTL-15
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
X
LIRR DOUBLE DECK BRIDGE
EXISTING PLAN
EXISTING ELEVATION
EAST ABUTMENT WALL UTILITY PLANINDICATIVE PLAN
FOR LIRR UTILITY PLANS, SEE DWG. UTL-13 THROUGH UTL-171.
NOTE:
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
JO
B
MA
NA
GE
RD
ESIG
N
SU
PE
RVIS
OR
DE
SIG
NC
HE
CK
DR
AF
TIN
GC
HE
CK
PR
OJ
EC
T
MA
NA
GE
R
DG
N$U
SE
RN
AM
E
DG
N$S
YTIM
E
DG
N$SPE
C
VAN WYCK EXPRESSWAY CAPACITY & ACCESS
QUEENS 11
BRIDGES CULVERTSPIN
COUNTY:
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
CONTRACT NUMBER
DRAWING NO.
SHEET NO. REGION:
X735.83
D900050IMPROVEMENTS TO JFK AIRPORT PROJECT
CONTRACT 2
15'-1ƒ" 15'-0‚" 15'-0‚" 15'-0‚" 13'-11" 17'-2†" 17'-2†"
12'-6†"12'-6†"8'-7"10'-4‚"10'-4‚"10'-4‚"10'-5ƒ"
GIRDER (TYP.)
BEARING FOR THROUGH
2•" 8'-8…"
17'-2†"17'-2†"13'-11"15'-0‚"15'-0‚"15'-0‚"15'-1ƒ"
c YR
D 1
c E
ASTB
OUND
ATLA
NTIC
DIVISIO
N
c
WESTB
OUND
ATLA
NTIC
DIVISIO
N
ANCHOR (TYP.)
PROP. TIEBACK
c
WESTB
OUND
MONT
AUK
EX. SB SERVICE ROAD
WALL FOOTING
EX. WEST RETAINING
CONTRACT)
(INSTALLED IN ALT. 6
EXISTING MCI & ALTICE
PROTECTED
BE MAINTAINED AND
EX. LIGHTING CONDUIT TO
CONSTRUCTION.
PROTECTED DURING
MAINTAINED AND
CABLE TO BE
CONDUIT CONATAINING
EX. LIRR SIGNAL 10'-0"
2'-0"
3'-2•"
4'-9"
CONTRACT)
(INSTALLED IN ALT. 6
EXISTING MCI & ALTICE
PROTECTED
BE MAINTAINED AND
EX. LIGHTING CONDUIT TO
DURING CONSTRUCTION.
MAINTAINED AND PROTECTED
CONATAINING CABLE TO BE
EX. LIRR SIGNAL CONDUIT
XXX
UTL-16
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
X
A
A
N11 M11 K11 H11 G11 E11 D11 C11
SECTION A-A
GRID
NO
RT
H
SCALE 3/32" = 1'-0"
SCALE 3/32" = 1'-0"
SCALE 3/32" = 1'-0"
LIRR DOUBLE DECK BRIDGE
N13-P1 M13-P2 M13-P1 K13-P2 K13-P1 H13-P2 H13-P1 G13-P1 E13-P1 X13-P2 X13-P1 W13-P1
PROPOSED PLAN
PROPOSED ELEVATION
LIRR UTILITY WEST ABUTMENT WALL PLANINDICATIVE PLAN
1. FOR LIRR UTILITY RELOCATION PLANS, SEE DWG. UTL-13 THROUGH UTL-17
NOTE:
GRID
NO
RT
H
A16
SCALE: „" = 1'-0"
B16
SCALE: „" = 1'-0"
PROPOSED ELEVATIONSCALE: „" = 1'-0"
SECTION A-A
15'-7•"
EXIST GROUND
APPROX.
58'-3„"
A
A
TOP OF LOW RAIL
SEAT (TYP.)
TO EXPAND BRIDGE
EXISTING PILASTER
PARTIALLY REMOVE
16'-4"
11'-10"
TOP OF LOW RAIL
C16
4'-4"
6'-1"
1'-6
"
19'-0" 14'-5‚" 4'-10‚"
BEARING (TYP.)
FLOORBEAM
TOP OF EXISTING DECK
ABUTMENT BEARING
EXISTING EASTc
TOP OF EXISTING DECK
SEE NOTE 2.
NOT SHOWN FOR CLARITY.
EXISTING UNDERPINNING
WALL. SEE NOTE 1.
PARTIALLY REMOVE
SEE NOTE 2.
NOT SHOWN FOR CLARITY.
EXISTING UNDERPINNING
uEL. 62.54
uEL. 60.46
uEL. 59.00
uEL. 58.13
uEL 39.13
uEL. 35.13
uEL 39.13
uEL. 35.13
uEL. 63.86
uEL. 58.13
uEL. 67.44
uEL. 62.54
PROPOSED PLAN
DOUBLE DECK BRIDGE
RUNNING ACROSS
EX. LIRR SIGNAL CONDUIT
CABLE CUTOVER.
TO FACILITATE NEW CONDUITS FOR
BE LOWERED DURING CONSTRUCTION
EX. 7 LIRR SIGNAL CONDUITS TO
CONDUITS TO REMAIN.
EX. 5 LIRR SIGNAL
CUTOVER.
CONDUITS FOR CABLE
FACILITATE NEW
CONSTRUCTION TO
LOWERED DURING
CONDUITS TO BE
EX. 7 LIRR SIGNAL
WALL. SEE NOTE 1.
PARTIALLY REMOVE
NOTE 2.
WALL INSTALLED. SEE
ONCE NEW CONDUITS ON
CABLES TO BE PULLED
PROP. LIRR SIGNAL
FIL
E
NA
ME
=
US
ER
=
DA
TE/
TI
ME
=
JO
B
MA
NA
GE
RD
ESIG
N
SU
PE
RVIS
OR
DE
SIG
NC
HE
CK
DR
AF
TIN
GC
HE
CK
PR
OJ
EC
T
MA
NA
GE
R
DG
N$U
SE
RN
AM
E
DG
N$S
YTIM
E
DG
N$SPE
C
VAN WYCK EXPRESSWAY CAPACITY & ACCESS
QUEENS 11
BRIDGES CULVERTSPIN
COUNTY:
DESCRIPTION OF ALTERATIONS:
AS-BUILT REVISIONS ALL DIMENSIONS IN ft UNLESS OTHERWISE NOTED
CONTRACT NUMBER
DRAWING NO.
SHEET NO. REGION:
X735.83
D900050IMPROVEMENTS TO JFK AIRPORT PROJECT
CONTRACT 2
7076800
XXX
UTL-17
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
X
LIRR MAINLINE 1/3 BRIDGE
LIRR UTILITY EAST ABUTMENT PLANINDICATIVE PLAN
MAINTAINED AND PROTECTED.
REMOVAL DURING ROLL IN/ROLL OUT OPERATION. EXISTING UTILITIES TO BE
PORTION OF EXISTING WALL NEEDS TO BE REMOVED TO ACCOMODATE SUPERSTRUCTURE 3.
FOR EAST ABUTMENT FOUNDATION DETAILS, SEE DWG. NO. ML9.2.
WALL TO BE REMOVED TO LOWER EXISTING SIGNAL CABLES UNDER1.
NOTES: