SOW_-_Northbound_Gates_-_Group_1_package_1-25-17.pdf

DATE: January 25, 2017 GSA Public Building Services R2, Border Station Office Project Manager: Karen M. Wilson Champlain, NY 518-298-3264 x108 or 315-529-5530 (cell)

SUMMARY STATEMENT OF WORK

NORTHBOUND GATES -

GROUP 1: CANNON CORNERS, CHATEAUGAY AND MOOERS LPOES

LOCATION: Site, Cannon Corners and Mooers LPOEs, Mooers, New York 12958 and Chateaugay LPOE (NY0586CI), Chateaugay, New York 12920

OBJECTIVE: Install lift arm gate in the northbound lane at each of the Ports to prevent vehicles from using the lane when travelling southbound. Gate to be normally closed. When a vehicle approaches from the south, the gate shall open upon signal from a ground loop. The gate closure shall be controlled by a safety loop detector to the north side of the gate. The gate will also able to be operated by wired remote control from the associated Port’s Primary Inspection Booth.

TOTAL PROJECT TIME: Project Work shall be completed within 120 calendar days (90 calendar days for installation plus 30 calendar days for digital message signs) of the Notice to Proceed (NTP). Due to the outside nature of the work, upon request, the NTP may be delayed until spring.

PROJECT SCOPE: See the attached Statements of Work (plus specifications and drawings) for Northbound Gates at Cannon Corners (12 pages), Chateaugay (13 pages) and Mooers (12 pages).

Even though the work is described in three separate packages, it shall be bid as one lump sum. And work can be done concurrently at each site or consecutively, contractor’s preference as long as it is coordinated and scheduled.

-------- END ---------

DATE: December 22, 2016 GSA Public Building Services R2, Border Station Office

Project Manager: Karen M. Wilson Champlain, NY 518-298-3264 x108 or 315-529-5530 (cell)

STATEMENT OF WORK

NORTHBOUND GATES – CANNON CORNERS LPOE

LOCATION: Site, Cannon Corners LPOE, Mooers, New York 12958

OBJECTIVE: Install lift arm gate in the northbound lane at the Port to prevent vehicles from using the lane when travelling southbound. Gate to be normally closed. When a vehicle approaches from the south, the gate shall open upon signal from a ground loop. The gate closure shall be controlled by a safety loop detector to the north side of the gate. The gate will also able to be operated by wired remote control from the Inspection Booth.

PROJECT TIME: Work shall be completed within 90 calendar days (60 calendar days for installation plus 30 calendar days for digital message sign) of the Notice to Proceed (NTP). Due to the outside nature of the work, upon request, the NTP may be delayed until spring.

PROJECT SCOPE: Contractor shall provide all parts, equipment, materials, and labor to complete the following work:

Work is being done on US Government property only. No highway work permit is needed.

1. Install one high performance commercial DC-powered barrier (lift) gate operator. Include heater for tower and built-in battery back-up. Reference Specification Section 111200.

2. Install one 12 foot long LED lighted aluminum lift arm. Gate arm shall have a reflective face.

3. Provide submittal information on operator tower and gate arm for approval before ordering.

4. The operator tower shall be anchored to the existing concrete island.

5. Install two (2) 42 inches high, 6 inch round, painted steel, concrete filled bollards at the corners of the gate operator pad. Provide domed plastic covers for the bollards to match existing on site.

6. Provide traffic management during installation so that the travelling public can continue to safely travel northbound with minimal disruption. Provide traffic management plan for review prior to starting work.

7. Pull power wiring and control cables from LPOE Inspection Building through existing spare conduits. Reference Specification Section 680.

8. The lift gate shall be controlled by a 6 ft x 6 ft ground loop detector (free exit) located on the south side of the gate. Reference Specification Section 680. Gate closure shall be controlled by a safety loop detector. Provide a wired remote manual override for gate operation to be controlled from booth. Use existing conduit for control wiring to booth and install a labelled box and switch or button.

9. Install a stop sign for attachment to the gate arm.

10. Provide a 36” x 36” W3-1 traffic warning sign, with a stop sign symbol warning of a stop ahead.

Sign to be mounted 6 feet off the shoulder and 125 feet south of the gate arm on two break-away posts.

11. Provide a temporary digital message board placed ½ mile south of the new gate. Message to be “TRAFFIC PATTERN CHANGE AHEAD” and “Be prepared to stop at gate”. The sign shall be operational during the installation of the gate and for 30 days after substantial completion.

ADDITIONAL REQUIREMENTS:

1.1) The contractor shall provide “quality workmanship” as demonstrated during installation and as observed during acceptance of installation such as but not limited to installing piping, ductwork, conduits, boxes, electrical wires, and other apparatus that apply. Standards of “quality workmanship” that apply are but not limited to being level, square, plumb, true, and securely mounted to existing walls ceilings and other existing electrical components connected to and or adjoin.

1.2) The contractor shall provide a complete operational test of the new installed system for functionality prior to acceptance.

1.3) The contractor shall correct all deficiencies encountered and provide written results to GSA.

1.4) The contractor shall properly clean profiled area daily and at the completion work before acceptance.

1.5) The contractor shall remove all construction debris from GSA property in accordance with all local, New York State and Federal Regulations.

1.6) The contractor shall be responsible for verifying measurements, size of equipment and materials required.

1.7) The Contractor shall have a representative present on site as authority to make decisions for, and sign contractual documents on behalf of, the contractor.

1.8) The contractor shall be responsible to ensure no site utilities (electric, data, plumbing etc.) are damaged during repair. Coordinate with GSA Property Managers and Project Manager for site electrical, mechanical and plumbing drawings if required and or available.

1.9) All work shall be accomplished by personnel skilled in the type of work involved. When new work adjoins, connects or abuts existing work or facilities, the existing work or facilities shall be altered as required and the connections made in an approved and professional manner. All existing facilities damaged by the Contractor’s removal, installation and or repair operations shall be repaired or replaced by the Contractor at no additional cost to the Government. Items are but not limited to, painting, filling, repairing fire rated sealed penetrations, concrete repair, scratches, dings and other types structural and esthetic damages encountered.

Attachments: Specification Sections 680 and 111200, and Cannon Corners Northbound Gate Drawings C-1, S-1, and S-2, dated 12/22/16

Section 680-CNN INCIDENTAL CONSTRUCTION

680-3.15 Signal Control Cable and Shielded Communication Cable. Cable shall be installed to form a continuous circuit between the proper equipment terminals. All terminal connections shall be made with approved solderless lugs of the proper size using a crimping tool that is self-releasing when proper compression has been applied. Only connectors that provide continuity and physical contact around the circumference of the connector and conductor shall be used.

During installation of the cable, the Contractor shall take care not to damage conductors, insulation, or outer covering. The length of cable installed shall not cause excessive stress on the conductors or any part of the cable.

680-3.26 Inductance Loop Installation.

Loops shall be installed in accordance with the details specified on the plans, Standard Sheet 680-14 or as directed by the Contracting Officer. Loop dimensions shall be as specified on the plans.

Pullboxes, conduits and curb cuts shall be completed before beginning the loop installation.

The loop shall be outlined on the pavement to conform to the specified configuration. A power saw and wet cutting techniques shall be used to cut a slot in the pavement. Dry cutting techniques shall be used if directed by the Contracting Officer and with appropriate measures to safeguard nearby vehicle and pedestrian traffic. The cut shall be 9.5 mm in width and the depth specified on the standard sheets. The corners shall be cored, drilled or chipped out as shown on the standard sheets. Sharp edges in the corners shall be smoothed. All saw cuts and corners shall be of the same depth.

Immediately after sawing by either wet or dry methods, the slot and pavement shall be flushed with pressurized clean water to remove the saw slurry, dust or other cutting debris. Filtered compressed air shall be used to remove all dust and moisture from the slot. If the slot is damp, do not proceed with the installation until it is dry. Hot air may be used to dry the saw slot.

At the edge of pavement or curb a 25 mm minimum diameter, Metal Steel Conduit, Zinc Coated, Flexible Liquid-Tight Steel Conduit or Rigid Plastic Conduit shall be installed between the pavement and pullbox in accordance with details specified on the standard sheets. The curb or pavement shall be cut or scored to leave a permanent mark to show where the conduit runs under the curb or pavement.

The loop wire shall be installed starting at the roadside pullbox, passed around the loop for the specified number of turns and brought back to the pullbox. Splices shall not be permitted outside the pullbox. The wire shall be depressed in the slot without the use of sharp objects which might damage the wire insulation.

The loop shall be held in place every 0.6 m with 25 mm (approximate) strips of rubber, neoprene, flexible tubing or foam backer rod as approved by the Contracting Officer. These hold down strips shall be left in place when the slot is filled with Roadway Loop Embedding Sealer.

The pair of loop wires between the edge of pavement and the splice to the shielded lead-in cable in the pullbox shall be twisted together with at least five turns per 0.3 m.

The splice between the loop wires (twisted pair) and the shielded lead-in cable shall be moisture proof and shall have a dielectric strength at least equal to that of the original insulation.

The bared conductor ends shall be either twisted and soldered or joined using an uninsulated, size coded solderless type connector of the correct size using an appropriate crimping tool. The splice shall be reinsulated. Heat shrinkage polyolefin tubing may be used as an alternate to the rubber tape; also, the first

Section 680-CNN INCIDENTAL CONSTRUCTION layer of PVC tape and sealing agent shall be extended as needed to cover a minimum of 25 mm of the inductance loop wire tube.

The polyolefin tubing shall be at least as thick as the original insulation. Upon completion of the reinsulating, a final waterproof coating shall be applied over the entire splice.

The loop wires (twisted pair) and the splice to the shielded lead-in cable with the pullbox shall be held by wire hangers as near as possible to the top of the box in order to prevent their immersion in water. The shielded lead-in cable shall be continuous (no splices) from the splice to the loop wires to the controller cabinet terminals. The drain or ground wire in the shielded cable shall be grounded at the controller cabinet terminals only.

The completed loop installation including the shielded lead-in to the controller cabinet shall have a minimum of 50 megohms leakage resistance to ground. This resistance shall be tested before the loop is sealed in the pavement and after the splice is made between the loop wires (twisted pair) and shielded lead-in. Resistance to ground shall be tested in accordance with the Insulation Resistance Test in §680- 3.32.

When it is determined that the resistance to ground requirements are met, the slot shall be filled with Roadway Loop Embedding Sealer. The pavement temperature shall be at least 4.4°C and rising before the sealer is placed. All work involving the sealer shall be done in compliance with the manufacturer's specifications. When the loop embedding sealer has set sufficiently to open the loop to traffic, but the surface remains tacky, the loop may be dusted with cement dust to facilitate opening the loop to traffic.

PROPERTY OF THE UNITED STATES GOVERNMENT – FOR OFFICIAL USE ONLY

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

GATE EQUIPMENT - CNN Section 111200-1

SECTION 111200 – GATE EQUIPMENT

PART 1 - GENERAL

1.1 WORK INCLUDED

A. Furnish and install a complete microprocessor based gate operator system, with a solid- state board to control all functions of the gate operator, as described herein and shown on the plans.

Include all necessary boards, power supplies, loop detectors, barrier arm(s), connectors, and accessories for a complete operational system.

1.2 CONTRACT DOCUMENTS

A. All equipment and work specified in this section shall comply, with all the General Conditions of the specifications, contract documents, and drawings as indicated.

1.3 RELATED WORK

A. All necessary conduit, raceways and pull boxes shall be installed by an electrician.

1.4 QUALITY ASSURANCE

A. Installation shall comply with all applicable codes.

B. All equipment shall be new, in current production, and the standard products of a manufacturer of vehicular access and parking control equipment.

C. Manufacturer shall guarantee availability of parts, for a minimum of seven (7) years from date of shipment.

1.5 REFERENCE STANDARDS

A. Vehicular Gate Operator shall be in compliance with Underwriters Laboratories Inc. (UL) Standard for Safety - Door, Drapery, Gate, Louver and Window Operators and Systems, UL 325 Fourth Edition; and Underwriters Laboratories Inc. (UL) Standard for Safety - Tests for Safety-Related Controls Employing Solid-State Devices, UL 991 Second Edition.

B. Vehicular Gate Operator shall be tested for compliance to UL 325 and UL 991 and shall be listed by a Nationally Recognized Testing Laboratory (NRTL).

1.6 SUBMITTALS

A. Provide submittal information such as catalog cuts or shop drawings that include part numbers, models selected and options provided for all items in PART 2 – PRODUCTS.

B. Shall include an equipment list, data sheet(s), system description, block diagrams on equipment to be finished, and electrical wiring diagrams for installation.

C. Shall include all data necessary to evaluate design, quality, and configuration of proposed equipment and system(s).

GATE EQUIPMENT - CNN Section 111200-2

1.7 WARRANTY

A. Products shall include a factory warranty that equipment is free from defects in design, material, manufacturing and operation. Factory warranty period shall be for five (5) years; 60-months from date of shipment, for parts and workmanship.

B. Manufacturer shall not be responsible for improper use, handling, or installation of the product.

C. Installing contractor shall guarantee the equipment, wire and installation for 12-months from date of acceptance.

PART 2 - PRODUCTS

2.1 ACCEPTABLE MANUFACTURERS

A. The system as described herein is based on the DoorKing 1600 series vehicular parking gate operator system manufactured by DoorKing, Inc., Inglewood, California. Submitted as equal products are acceptable.

2.2 SYSTEM DESCRIPTION

A. Gate Operator:

1. The gate operator shall use a microprocessor based solid-state control board that controls all functions of the gate operator. The system is designed so that mechanical relays or limit switches are not required. Operators shall be rated for continuous duty for use in commercial and industrial applications.

2. Gear reducer output shall use 360° rotation to avoid wear.

3. Power shall be transmitted to the gate arm drive shaft through harmonic acting crank and connecting arm.

4. Crank, connecting arm and main shaft shall be solid steel construction and plated to avoid rusting.

5. Mechanical action of the driven arm shall be such that mechanical stops or braking devices are not necessary.

6. Operator housing shall use 12-gauge G90 galvanized steel to avoid rusting and shall be painted white.

7. Operator shall be designed for either left or right-hand mount.

B. Control Circuit:

1. The gate operator shall use magnetic sensing to set the up and the down arm limits.

2. An adjustable timer shall be built into the control board to allow the barrier arm to automatically close.

3. Control board shall have connections for future optional Gate Tracker board.

4. Control board shall have two ports for plug in of optional loop detectors, (DoorKing, Models 9409 or 9410).

5. The control board shall have an up input memory buffer and a down memory counter for high traffic applications.

6. A dry set of relay contacts shall be available for external use, and shall be capable of working in conjunction with an up or down inductance loop.

7. The control board shall be capable of interfacing with card readers, RF transmitters, and

GATE EQUIPMENT - CNN Section 111200-3 coin and ticket machines.

8. Functions will be user programmable by DIP-switches located on the control board.

9. Control circuit shall include auto-manual toggle switch and power on-off switch.

C. Environmental Control:

1. The gate operator shall be pre-wired to accept optional heater and fan kits.

D. Convenience Open Drive System:

1. A battery powered convenience open DC drive system shall be provided.

2. The DC drive system shall monitor the primary power source and shall power the barrier arm up upon command, or automatically, if power to the operator is interrupted.

3. When power is restored, the DC drive system shall automatically set the operator to return to normal operation and disengage.

4. The system shall provide a trickle charge to the batteries to maintain nominal battery power levels.

E. Electronic Reverse: The gate operator shall be equipped with an inherent electronic current sensor. The electronic reverse shall automatically cause a descending arm to raise if it strikes an object during the down cycle.

F. A complete operational system shall be provided.

2.3 EQUIPMENT

A. Gate Operators:

1. Model 1601

a. High-cycle single-lane applications.

b. Maximum gate arm length is 14 feet.

c. 1 / 2 horsepower continuous duty motor.

d. Operates at 115VAC; 230 or 460 volt operation is available utilizing factory installed step down transformer.

e. Typical current draw is 5.4 amps at 115 V; 2.7 amps at 230 V; 1.35 amps at 460 V.

f. Primary reduction and power transfer is provided by a single cog belt driving a 40:1 worm gear reducer running in a continuous oil bath.

g. The operator will rotate the arm 90° in approximately 1.5 seconds.

h. 38 inches high, 15 inches wide, 14.75 inches deep.

B. Barrier Arms:

1. Aluminum Arm – use with 1601 only.

a. P/N 1601-518 3-inch round lighted aluminum arm (14 feet long) painted white with P/N 1601-530 lighted hardware kit and P/N 1601-535 power harness.

b. P/N 1601-242 Aluminum arm mounting kit (required to install aluminum arm on gate operator).

GATE EQUIPMENT - CNN Section 111200-4

C. Other Equipment:

1. Vehicle Loop Detectors

a. P/N 9409-010 Two channel detector.

2. Gate Operator Control Station

a. P/N 1200-007 3-Button Interior for remote control from the Primary Lane Booth.

3. Contact sensors

a. P/N 8080-016 Single-sided sensitivity with mounting channel.

4. Environmental Control

a. P/N 1601-092 Heater kit.

b. P/N 1601-093 Fan kit.

D. A complete operational system shall be provided.

PART 3 - EXECUTION

3.1 INSTALLATION

A. Shall be installed by qualified technicians who have been factory trained and certified.

B. Equipment shall be anchored to a concrete pad. Pad to be plumb, and level and installed a minimum of 4inches above the surface. Depth of concrete to be 36 inches below grade. Concrete shall be an air entrained 4000 psi fiber reinforced concrete

C. Wiring shall be uniform and in accordance with national electric codes and manufacturer’s instructions.

D. All splices shall be in easily accessible junction boxes or on terminal boards.

E. All cable runs in all junction boxes shall be tagged and identified.

F. Coordinate all work with other effected trades and contractors.

3.2 SYSTEM INITIALIZING AND PROGRAMMING

A. System shall be turned on and adjustment made to meet requirements of specifications and on-site conditions.

B. System shall function as specified.

3.3 SYSTEM TEST PROCEDURES

A. System shall be completely tested to assure that all components and accessories are hooked-up and in working order.

B. System shall be pre-tested by contractor and certified to function in accordance with plans and

GATE EQUIPMENT - CNN Section 111200-5 specifications.

C. System shall be tested in presence of owner's representative.

3.4 OWNER INSTRUCTIONS

A. Installation contractor shall conduct up to (1) hour of instruction in use and operation of the system to designated owner representatives.

B. Installation contractor shall conduct up to (1) hour of technical training, in trouble shooting and service of the system, to designated owner representatives.

3.5 MANUALS AND DRAWINGS

A. Contractor shall provide owner with (2) copies of standard factory prepared operation, installation and maintenance manuals. Manuals shall include typical wiring diagrams.

B. Contractor shall provide owner with (2) copies of any risers, layouts, and special wiring diagrams showing any changes to standard drawings, if required on project.

END OF SECTION 111200

Cannons Corners LPOE Northbound Gate

Gate location

12/22/16

DRAWN BY:

DATE:

KMW

SHEET:

C - 1

SENSITIVE BUT UNCLASSIFIED (SBU) PROPERTY OF THE UNITED STATES GOVERNMENT -- FOR OFFICIAL USE ONLY. Do not remove this notice. Properly destroy documents when no longer needed.

SENSITIVE BUT UNCLASSIFIED (SBU) PROPERTY OF THE UNITED STATES GOVERNMENT -- FOR OFFICIAL USE ONLY. Do not remove this notice. Properly destroy documents when no longer needed.

12/22/16

DRAWN BY:

DATE:

KMW

SHEET:

S - 1

Barrier lift gate. Gate arm shall be reflective as well as have a STOP sign mounted on it. Operator post to be protected by two bollards.

36” x 36” with two break away posts located 125 ft south of gate arm

Provide Digital Message Board with TRAFFIC PATTERN CHANGE AHEAD located ½ mile from border. Keep in place from construction beginning plus 30 days after gate installation.

Cannons Corners LPOE Northbound Gate

DATE: December 12, 2016 GSA Public Building Services R2, Border Station Office Project Manager: Karen M. Wilson Champlain, NY

STATEMENT OF WORK

NORTHBOUND GATES – CHATEAUGAY LPOE

LOCATION: Site, Chateaugay LPOE (NY0586CI), Chateaugay, New York 12920

OBJECTIVE: Install lift arm gate in the northbound lane at the Port to prevent vehicles from using the lane when travelling southbound. Gate to be normally closed. When a vehicle approaches from the south, the gate shall open upon signal from a ground loop. The gate closure shall be controlled by a safety loop detector to the north side of the gate. The gate will also able to be operated by wired remote control from the Inspection Booth.

PROJECT TIME: Work shall be completed within 90 calendar days (60 calendar days for installation plus 30 calendar days for digital message sign) of the Notice to Proceed (NTP). Due to the outside nature of the work, upon request, the NTP may be delayed until spring.

PROJECT SCOPE: Contractor shall provide all parts, equipment, materials, and labor to complete the following work:

Contractor is responsible for securing a highway work permit from the Franklin County Highway Dept.

1. Install one high performance commercial DC-powered barrier (lift) gate operator. Include heater for tower and built-in battery back-up. Reference Specification Section 111200.

2. Install one 12 foot long LED lighted aluminum lift arm. Gate arm shall have a reflective face.

3. Provide submittal information on operator tower and gate arm for approval before ordering.

4. The operator tower shall be mounted on a concrete pad. Pad to have an underground depth of 36 inches and extend a minimum of 4 inches above grade. Reference Specification Section 680.

5. Install four (4) 42 inches high, 6 inch round, painted steel, concrete filled bollards at the corners of the gate operator pad.

6. Provide traffic management during installation so that the travelling public can continue to safely travel northbound with minimal disruption. Provide traffic management plan for review prior to starting work.

7. Pull power wiring and control cables from LPOE Inspection Building through existing spare conduit feeding the rpms. Add underground conduit from the rpms to the gate operator. Trench pavement in the center of the road and then across the road and in the shoulder at the minimum width necessary to install the conduit and backfill properly per NYSDOT standards. Backfill and patch trenches in the road and shoulder to match existing. Reference Specification Section 680.

8. The lift gate shall be controlled by a 6 ft x 6 ft ground loop detector (free exit) located on the south side of the gate. Reference Specification Section 680. Gate closure shall be controlled by a safety loop detector. Provide remote manual override for gate operation to be controlled from booth. Use existing conduit for control wiring to booth and install a labelled box and switch or button.

9. Install a stop sign for attachment to the gate arm.

10. Provide a 36” x 36” W3-1 traffic warning sign, with a stop sign symbol warning of a stop ahead.

Sign will be installed by others.

11. Provide a temporary digital message board placed ½ mile south of the new gate. Message to be “TRAFFIC PATTERN CHANGE AHEAD” and “Be prepared to stop at gate”. The sign shall be operational during the installation of the gate and for 30 days after substantial completion.

ADDITIONAL REQUIREMENTS:

1.1) The contractor shall provide “quality workmanship” as demonstrated during installation and as observed during acceptance of installation such as but not limited to installing piping, ductwork, conduits, boxes, electrical wires, and other apparatus that apply. Standards of “quality workmanship” that apply are but not limited to being level, square, plumb, true, and securely mounted to existing walls ceilings and other existing electrical components connected to and or adjoin.

1.2) The contractor shall provide a complete operational test of the new installed system for functionality prior to acceptance.

1.3) The contractor shall correct all deficiencies encountered and provide written results to GSA.

1.4) The contractor shall properly clean profiled area daily and at the completion work before acceptance.

1.5) The contractor shall remove all construction debris from GSA property in accordance with all local, New York State and Federal Regulations.

1.6) The contractor shall be responsible for verifying measurements, size of equipment and materials required.

1.7) The Contractor shall have a representative present on site as authority to make decisions for, and sign contractual documents on behalf of, the contractor.

1.8) The contractor shall be responsible to ensure no site utilities (electric, data, plumbing etc.) are damaged during repair. Coordinate with GSA Property Managers and Project Manager for site electrical, mechanical and plumbing drawings if required and or available.

1.9) All work shall be accomplished by personnel skilled in the type of work involved. When new work adjoins, connects or abuts existing work or facilities, the existing work or facilities shall be altered as required and the connections made in an approved and professional manner. All existing facilities damaged by the Contractor’s removal, installation and or repair operations shall be repaired or replaced by the Contractor at no additional cost to the Government. Items are but not limited to, painting, filling, repairing fire rated sealed penetrations, concrete repair, scratches, dings and other types structural and esthetic damages encountered.

Attachments: Specification Sections 680 and 111200, and Chateaugay Northbound Gate Drawings dated 12/12/16

Section 680 INCIDENTAL CONSTRUCTION

680-3.09 Excavation. All excavation shall be performed in accordance with Section 206 Trench, Culvert and Structure Excavation, including the protection of workers and the public.

Excavation shall not be performed until immediately before installation of the conduit, direct burial cable, footings, pullboxes or any other appurtenances. The excavated material shall be placed in a location or locations approved by the Contracting Officer. These locations shall be selected by the Contractor so as to cause the least inconvenience to vehicular and pedestrian traffic and to cause the minimum interference with the surface drainage. All surplus excavated material shall be removed and disposed of by the Contractor.

Excavation shall be backfilled with Select Granular Fill. After backfilling, the excavation shall be kept well filled and maintained in a smooth and well drained condition until permanent repairs are made.

The outline of all areas to be removed in sidewalks, driveways, and pavement shall be saw cut to a depth of at least 75 mm prior to removing the sidewalk, driveway or pavement. Cuts shall be neat and true along score lines with no shatter outside the removal area. Damaged saw cut areas shall be recut.

Pavement, shoulder, sidewalks, curbs, driveways, lawns, plants and other such features shall be replaced in kind with material of equal quality or as shown on the plans, standard sheets or as directed by the Contracting Officer.

Whenever a part of a square or slab of existing concrete sidewalk, curb, gutter or driveway is broken or damaged, the entire square, section or slab shall be removed and replaced with the same kind and quality of material.

680-3.13 Conduit and Direct Burial Cable. Conduit and direct burial cable shall be installed as specified on the plans, standard sheets or as directed by the Contracting Officer. Underground conduit and direct burial cable installations shall have a minimum cover of 0.45 m except under roadways, where the minimum cover shall be 0.6 m unless specified otherwise on the plans, or standard sheets. The conduit shall be laid on a uniform grade to allow any condensation to drain to pull boxes or “T” drains. Conduit shall be backfilled with Select Granular Fill. In rock excavations a bedding of select backfill must be placed and tamped before laying the conduit.

Conduit may be placed under pavement by jacking or boring methods approved by the Contracting Officer.

Pavement may not be disturbed without permission of the Contracting Officer. In the event obstructions are encountered, small test holes may be cut in the pavement upon approval of the Contracting Officer

Conduit or direct burial cable may be placed by machine methods approved by the Contracting Officer.

All bends in conduit shall be made without kinking, flattening or appreciably reducing the internal diameter of the conduit. A hydraulic or power pipe bender shall be employed for all bends in steel conduit. Any evidence of destruction of the protective coating will be cause for rejection. All connections in metallic conduit shall be tight. Ends of conduit shall be reamed to remove burrs and rough edges.

Conduit ends in pullboxes, junction boxes, cabinet, etc. shall be equipped with insulating bushings.

All conduits installed shall be tested for clear bore and correct installation by the Contractor in the presence of the Contracting Officer.

All empty conduit after testing shall be immediately sealed by the Contractor.

After a conduit is properly installed, the Contractor shall furnish and install in each conduit run a No.

10AWG galvanized steel drag wire or nylon or polypropylene rope with a tensile strength of at least 2.2 kN.

At least one meter of extra wire or rope shall be left at each end.

680-3.15 Signal Control Cable and Shielded Communication Cable. Cable shall be installed to form a continuous circuit between the proper equipment terminals. All terminal connections shall be made with approved solderless lugs of the proper size using a crimping tool that is self-releasing when proper compression has been applied. Only connectors that provide continuity and physical contact around the circumference of the connector and conductor shall be used.

During installation of the cable, the Contractor shall take care not to damage conductors, insulation, or outer covering. The length of cable installed shall not cause excessive stress on the conductors or any part of the cable.

680-3.26 Inductance Loop Installation.

Loops shall be installed in accordance with the details specified on the plans, Standard Sheet 680-14 or as directed by the Contracting Officer. Loop dimensions shall be as specified on the plans.

Pullboxes, conduits and curb cuts shall be completed before beginning the loop installation.

The loop shall be outlined on the pavement to conform to the specified configuration. A power saw and wet cutting techniques shall be used to cut a slot in the pavement. Dry cutting techniques shall be used if directed by the Contracting Officer and with appropriate measures to safeguard nearby vehicle and pedestrian traffic. The cut shall be 9.5 mm in width and the depth specified on the standard sheets. The corners shall be cored, drilled or chipped out as shown on the standard sheets. Sharp edges in the corners shall be smoothed. All saw cuts and corners shall be of the same depth.

Immediately after sawing by either wet or dry methods, the slot and pavement shall be flushed with pressurized clean water to remove the saw slurry, dust or other cutting debris. Filtered compressed air shall be used to remove all dust and moisture from the slot. If the slot is damp, do not proceed with the installation until it is dry. Hot air may be used to dry the saw slot.

At the edge of pavement or curb a 25 mm minimum diameter, Metal Steel Conduit, Zinc Coated, Flexible Liquid-Tight Steel Conduit or Rigid Plastic Conduit shall be installed between the pavement and pullbox in accordance with details specified on the standard sheets. The curb or pavement shall be cut or scored to leave a permanent mark to show where the conduit runs under the curb or pavement.

The loop wire shall be installed starting at the roadside pullbox, passed around the loop for the specified number of turns and brought back to the pullbox. Splices shall not be permitted outside the pullbox. The flexible tubing or foam backer rod as approved by the Contracting Officer. These hold down strips shall be left in place when the slot is filled with Roadway Loop Embedding Sealer.

The pair of loop wires between the edge of pavement and the splice to the shielded lead-in cable in the pullbox shall be twisted together with at least five turns per 0.3 m.

The splice between the loop wires (twisted pair) and the shielded lead-in cable shall be moisture proof and shall have a dielectric strength at least equal to that of the original insulation.

The bared conductor ends shall be either twisted and soldered or joined using an uninsulated, size coded solderless type connector of the correct size using an appropriate crimping tool. The splice shall be reinsulated. Heat shrinkage polyolefin tubing may be used as an alternate to the rubber tape; also, the first layer of PVC tape and sealing agent shall be extended as needed to cover a minimum of 25 mm of the inductance loop wire tube.

The polyolefin tubing shall be at least as thick as the original insulation. Upon completion of the reinsulating, a final waterproof coating shall be applied over the entire splice.

The loop wires (twisted pair) and the splice to the shielded lead-in cable with the pullbox shall be held by wire hangers as near as possible to the top of the box in order to prevent their immersion in water. The shielded lead-in cable shall be continuous (no splices) from the splice to the loop wires to the controller cabinet terminals. The drain or ground wire in the shielded cable shall be grounded at the controller cabinet terminals only.

The completed loop installation including the shielded lead-in to the controller cabinet shall have a minimum of 50 megohms leakage resistance to ground. This resistance shall be tested before the loop is sealed in the pavement and after the splice is made between the loop wires (twisted pair) and shielded lead-in. Resistance to ground shall be tested in accordance with the Insulation Resistance Test in §680- 3.32.

When it is determined that the resistance to ground requirements are met, the slot shall be filled with Roadway Loop Embedding Sealer. The pavement temperature shall be at least 4.4°C and rising before the sealer is placed. All work involving the sealer shall be done in compliance with the manufacturer's specifications. When the loop embedding sealer has set sufficiently to open the loop to traffic, but the surface remains tacky, the loop may be dusted with cement dust to facilitate opening the loop to traffic.

680-3.27 Concrete Base for Controller Cabinet. Bases shall be installed and constructed in accordance with the details specified on the standard sheets. Bases shall be cast-in-place. Anchor bolts shall be placed in the footing at the proper location. Conduits shall be installed in the footing as required by the plans.

Where the base is installed in unpaved areas a work pad shall be constructed in front of the cabinet door.

Excavation shall be in accordance with §680-3.09, Excavation.

GATE EQUIPMENT - CHT Section 111200-1

GATE EQUIPMENT - CHT Section 111200-2

A. Products shall include a factory warranty that equipment is free from defects in design, material, limit switches are not required. Operators shall be rated for continuous duty for use in commercial and industrial applications.

2. Gear reducer output shall use 360° rotation to avoid wear.

3. Power shall be transmitted to the gate arm drive shaft through harmonic acting crank and connecting arm.

4. Crank, connecting arm and main shaft shall be solid steel construction and plated to avoid rusting.

5. Mechanical action of the driven arm shall be such that mechanical stops or braking devices are not necessary.

6. Operator housing shall use 12-gauge G90 galvanized steel to avoid rusting and shall be automatically close.

3. Control board shall have connections for future optional Gate Tracker board.

4. Control board shall have two ports for plug in of optional loop detectors, (DoorKing, Models 9409 or 9410).

5. The control board shall have an up input memory buffer and a down memory counter for high traffic applications.

6. A dry set of relay contacts shall be available for external use, and shall be capable of

GATE EQUIPMENT - CHT Section 111200-3 arm up upon command, or automatically, if power to the operator is interrupted.

3. When power is restored, the DC drive system shall automatically set the operator to return to normal operation and disengage.

c. 1 / 2 horsepower continuous duty motor.

d. Operates at 115VAC; 230 or 460 volt operation is available utilizing factory installed step down transformer.

e. Typical current draw is 5.4 amps at 115 V; 2.7 amps at 230 V; 1.35 amps at 460 V.

f. Primary reduction and power transfer is provided by a single cog belt driving a 40:1 worm gear reducer running in a continuous oil bath.

GATE EQUIPMENT - CHT Section 111200-4

B. Equipment shall be anchored to a concrete pad. Pad to be plumb, and level and installed a minimum of 4inches above the surface. Depth of concrete to be 36 inches below grade. Concrete shall be an air entrained 4000 psi fiber reinforced concrete

GATE EQUIPMENT - CHT Section 111200-5

B. Installation contractor shall conduct up to (1) hour of technical training, in trouble shooting and

Chateaugay LPOE Northbound Gate

DRAWN BY:

DATE:

KMW

SHEET:

C - 1 SENSITIVE BUT UNCLASSIFIED (SBU) PROPERTY OF THE UNITED STATES GOVERNMENT -- FOR OFFICIAL USE ONLY. Do not remove this notice. Properly destroy documents when no longer needed.

SENSITIVE BUT UNCLASSIFIED (SBU) PROPERTY OF THE UNITED STATES GOVERNMENT -- FOR OFFICIAL USE ONLY. Do not remove this notice. Properly destroy documents when no longer needed.

DRAWN BY:

DATE:

KMW

SHEET:

S - 1

Provide Digital Message Board with TRAFFIC PATTERN CHANGE AHEAD located ½ mile from border. Keep in place from construction beginning plus 30 days after gate installation.

TRAFFIC SIGNS

(note: distances relative to barrier gate)

358 ft US-Canada Border 0 ft “STOP” sign at barrier gate

495 ft “Be prepared to stop” sign 1476 ft Existing “¼ mile to Customs” sign 2640 ft Temporary Digital Message Board

36” x 36” with two break away posts located 495 ft south of gate arm

Barrier lift gate. Gate arm shall be reflective as well as have a STOP sign mounted on it. Operator post to be protected by bollards.

Chateaugay LPOE Northbound Gate

Buried power and control conduit with wire/cable. Tie into spare conduit at rpm stand. (Pull wire/cable from building). Run up middle of road until trench across road to be made at joint between new and old pavement. Then run in shoulder to pedestal..

12/12/16

DRAWN BY:

DATE:

KMW

SHEET:

S - 2

SENSITIVE BUT UNCLASSIFIED (SBU) PROPERTY OF THE UNITED STATES GOVERNMENT -- FOR OFFICIAL USE ONLY. Do not remove this notice. Properly destroy documents when no longer needed.

Chateaugay LPOE Northbound Gate

Gate operator housing and 12 foot long lift gate arm. Pedestal to be set on 23 inch square concrete pad 4 inches above grade. Four concrete bollards to be installed at the corners of the pad.

Operator to be installed in the highway shoulder. Command to open gate to occur via a ground loop on south side of gate. Manual override button to be remotely operated (wired) from booth.

Backfill and patch trenches in road and shoulder to match existing

DATE: December 2, 2016 GSA Public Building Services R2, Border Station Office Project Manager: Karen M. Wilson Champlain, NY

STATEMENT OF WORK

NORTHBOUND GATES – MOOERS LPOE

LOCATION: Site, Mooers LPOE (NY0626MI), Mooers, New York 12958

OBJECTIVE: Install lift arm gate in the northbound lane at the Port to prevent vehicles from using the lane when travelling southbound. Gate to be normally closed. When a vehicle approaches from the south, the gate shall open upon signal from a ground loop. The gate closure shall be controlled by a safety loop detector to the north side of the gate. The gate will also able to be operated by wired remote control from the Inspection Booth.

PROJECT TIME: Work shall be completed within 90 calendar days (60 calendar days for installation plus 30 calendar days for digital message sign) of the Notice to Proceed (NTP). Due to the outside nature of the work, upon request, the NTP may be delayed until spring.

PROJECT SCOPE: Contractor shall provide all parts, equipment, materials, and labor to complete the following work:

Contractor is responsible for securing a highway work permit from the Clinton County Highway Dept.

1. Install one high performance commercial DC-powered barrier (lift) gate operator. Include heater for tower and built-in battery back-up. Reference Specification Section 111200.

2. Install one 14 foot long LED lighted aluminum lift arm. Gate arm shall have a reflective face.

3. Provide submittal information on operator tower and gate arm for approval before ordering.

4. The operator tower shall be mounted on a new precast concrete paver that is anchored to the pavement.

5. Provide traffic management during installation so that the travelling public can continue to safely travel northbound with minimal disruption. Provide plan for review prior to starting work.

6. Pull power wiring and control cables from LPOE Inspection Building through existing spare conduit feeding the rpms. Add flex conduit from the run from the rpms to the gate operator.

7. The lift gate shall be controlled by a 6 ft x 6 ft ground loop detector (free exit) located on the south side of the gate. Reference Specification Section 680. Gate closure shall be controlled by a safety loop detector. Provide remote manual override for gate operation to be controlled from booth. Use existing conduit for control wiring to booth and install a labelled box and switch or button.

8. Install a stop sign for attachment to the gate arm.

9. Install one 42” high, 8 foot long pre-cast concrete barrier adjacent to the lift gate on the east shoulder of the road. Barrier shall meet NYSDOT requirements. Distance between barrier and the center of the road shall not be less than 15 feet.

10. Provide a 36” x 36” W3-1 traffic warning sign, with a stop sign symbol warning of a stop ahead.

Sign will be installed by others.

11. Provide a temporary digital message board placed ½ mile south of the new gate. Message to be “TRAFFIC PATTERN CHANGE AHEAD” and “Be prepared to stop at gate”. The sign shall be operational during the installation of the gate and for 30 days after substantial completion.

ADDITIONAL REQUIREMENTS:

1.1) The contractor shall provide “quality workmanship” as demonstrated during installation and as observed during finished acceptance of installation such as but not limited to installing piping, ductwork, conduits, boxes, electrical wires, and other apparatus that apply. Standards of “quality workmanship” that apply are but not limited to being level, square, plumb, true, and securely mounted to existing walls ceilings and other existing electrical components connected to and or adjoin.

1.2) The contractor shall provide a complete operational test of the new installed system for functionality prior to acceptance.

1.3) The contractor shall correct all deficiencies encountered and provide written results to GSA.

1.4) The contractor shall properly clean profiled area daily and at the completion work before acceptance.

1.5) The contractor shall remove all construction debris from GSA property in accordance with all local, New York State and Federal Regulations.

1.6) The contractor shall be responsible for verifying measurements, size of equipment and materials required.

1.7) The Contractor shall have a representative present on site as authority to make decisions for, and sign contractual documents on behalf of, the contractor.

1.8) The contractor shall be responsible to ensure no site utilities (electric, data, plumbing etc.) are damaged during repair. Coordinate with GSA Property Managers and Project Manager for site electrical, mechanical and plumbing drawings if required and or available.

1.9) All work shall be accomplished by personnel skilled in the type of work involved. When new work adjoins, connects or abuts existing work or facilities, the existing work or facilities shall be altered as required and the connections made in an approved and professional manner. All existing facilities damaged by the Contractor’s removal, installation and or repair operations shall be repaired or replaced by the Contractor at no additional cost to the Government. Items are but not limited to, painting, filling, repairing fire rated sealed penetrations, concrete repair, scratches, dings and other types structural and esthetic damages encountered.

Attachments: Specification Sections 680 and 111200, and Mooers Northbound Gate Drawings dated 12/02/16

680-3.26 Inductance Loop Installation.

Loops shall be installed in accordance with the details specified on the plans, Standard Sheet 680-14 or as directed by the Contracting Officer. Loop dimensions shall be as specified on the plans.

Pullboxes, conduits and curb cuts shall be completed before beginning the loop installation.

The loop shall be outlined on the pavement to conform to the specified configuration. A power saw and wet cutting techniques shall be used to cut a slot in the pavement. Dry cutting techniques shall be used if directed by the Contracting Officer and with appropriate measures to safeguard nearby vehicle and pedestrian traffic. The cut shall be 9.5 mm in width and the depth specified on the standard sheets. The corners shall be cored, drilled or chipped out as shown on the standard sheets. Sharp edges in the corners shall be smoothed. All saw cuts and corners shall be of the same depth.

Immediately after sawing by either wet or dry methods, the slot and pavement shall be flushed with pressurized clean water to remove the saw slurry, dust or other cutting debris. Filtered compressed air shall be used to remove all dust and moisture from the slot. If the slot is damp, do not proceed with the installation until it is dry. Hot air may be used to dry the saw slot.

At the edge of pavement or curb a 25 mm minimum diameter, Metal Steel Conduit, Zinc Coated, Flexible Liquid-Tight Steel Conduit or Rigid Plastic Conduit shall be installed between the pavement and pullbox in accordance with details specified on the standard sheets. The curb or pavement shall be cut or scored to leave a permanent mark to show where the conduit runs under the curb or pavement.

The loop wire shall be installed starting at the roadside pullbox, passed around the loop for the specified number of turns and brought back to the pullbox. Splices shall not be permitted outside the pullbox. The flexible tubing or foam backer rod as approved by the Contracting Officer. These hold down strips shall be left in place when the slot is filled with Roadway Loop Embedding Sealer.

The pair of loop wires between the edge of pavement and the splice to the shielded lead-in cable in the pullbox shall be twisted together with at least five turns per 0.3 m.

The splice between the loop wires (twisted pair) and the shielded lead-in cable shall be moisture proof and shall have a dielectric strength at least equal to that of the original insulation.

The bared conductor ends shall be either twisted and soldered or joined using an uninsulated, size coded solderless type connector of the correct size using an appropriate crimping tool. The splice shall be reinsulated. Heat shrinkage polyolefin tubing may be used as an alternate to the rubber tape; also, the first layer of PVC tape and sealing agent shall be extended as needed to cover a minimum of 25 mm of the inductance loop wire tube.

The polyolefin tubing shall be at…