Attachment J.1 SOW FAA-CAE-21-03 and Drawings.pdf

1/26/2021 FAA-CAE-21-03

SCOPE OF WORK

FOR THE

INSTALLATION OF SECURITY LIGHTS AND PAVEMENT

1N THE

PARKING AREA

AT THE

AIRPORT SURVEILLANCE RADAR FACILITY

ASHEVILLE, NORTH CAROLINA

1. GENERAL.

1.1. These specifications cover the requirements of the Federal Aviation Administration for the installation of security lighting and pavement with striping in the parking area of the Airport Surveillance Radar facility at Asheville, NC.

1.2. The requirements of these specifications are intended to be in conformity with all current codes. If they are found to be in conflict, the contractor shall notify the pertinent FAA official prior to continuing. The contractor shall also adhere to all Federal, state, and local labor and safety statutes that may apply.

1.3. ACRONYMS AND ABBREVIATIONS.

AF - Airway Facilities AOA – Airport Operations Area ASR – Airport Surveillance Radar AVL – Identifier for Asheville, NC CFM - Contractor Furnished Material CO - Contracting Officer COR - Contracting Officer's Representative DO – District Office FAA - Federal Aviation Administration GFM - Government Furnished Material MAX - Maximum MIN – Minimum NTP - Notice To Proceed RGS – Rigid galvanized steel (conduit) SSC - System Support Center (local FAA) SF – Square feet SY – Square yards TRI – Identifier for Tri Cities, TN

2. CONDITIONS AFFECTING WORK.

2.1. SCOPE OF WORK. The scope of work shall include, but is not limited to, furnishing all labor, materials, tools, equipment, and services as necessary to install security lighting and pavement in the ASR parking area. Specification FAA-SO-STD-11 and drawing series AVL-D-SSC is also a part of the package and is frequently referenced. The scope of work is as follows:

a) Install ten GFM light poles, to include precast concrete foundation, pole, lamp holder and lamp (all GFM), as located on the drawings. Pole locations may vary slightly to avoid underground utilities.

b) Install four GFM handholes, located per the drawings. The two larger handholes are for circuit 2, and the two smaller are for circuits 1 and 3, and are located in the curbing, along the plot’s south side.

c) Install CFM lighting controller (LC-1) on the existing electrical rack. Install a 1P, 30A breaker in DP-1 to feed LC-1, and align its photo cell to true south.

d) Install wiring from DP1-1 to LC-1 to each light and lamp fixture per the lighting wiring diagram. All underground wiring shall be in new or existing conduit, min 24” deep, and pass through handholes where present.

e) Ground each lamp post with a length of green insulated #6 ground wire from the pole’s ground lug, exothermically welded to an adjacent 10’ x 3/4” copper-clad ground rod.

f) Label all poles and handholes with permanently-affixed brass markers, and properly label all cables in all handholes with waterproof tags.

g) Install approximately 120’ of concrete curb and gutter, along the plot’s south side per the drawings. Curb top shall be flush with existing mow strip, so minor regrading is needed in this area. Install curb flares around the light poles and adjacent handholes, whose top shall be flush with mow strip as well. Curb and gutter shall include contractions and expansion joints, and shall be sloped so as to not retain runoff.

h) Existing plot is mostly graveled, but not to the limits of paving. Remove earth and install 8” of compacted gravel subgrade aggregate atop the plot to those areas as necessary.

Approximately 1000 SF (110 SY) of new subgrade is needed. Also, remove any vegetation from the existing graveled areas, and smooth out subbase to receive pavement. Subbase elevation at the edge of existing pavement at the gate and around the existing manhole adjacent to the fuel tank shall be 3” lower, so as to provide a smooth transition upon pavement installation.

i) Install a 1.5” compacted depth of bituminous asphalt base course atop the plot per limits shown on drawings. Area to be paved is approximately 15,700 SF (1,744 SY).

j) Apply a tack coat atop the entire base course.

k) Install a 1.5” compacted depth of bituminous asphalt top course atop the base course. Area to be paved is approximately

15,700 SF (1,744 SY).

l) Install two paved humps at the western end of pavement per the drawings. Hump shall not extend onto gutter, and both shall have a 6” opening at its middle, for water drainage.

m) Stripe the parking lot per drawings.

n) Install a new exit loop and a new safety loop and route their leads back to the gate opener. Terminate these leads on the proper terminals and demonstrate their proper operation. See drawings.

2.2. SCHEDULING OF WORK. The scope of work under this contract requires working on operational FAA facilities. The contractor, therefore, will be required to coordinate his activities with the COR who will be identified at the preconstruction conference. The COR or his designated representative shall escort the contractor, and shall remain on site whenever the contractor is onsite. All work, including daily cleanup, shall be performed between the hours of 8:00 AM to 5:00 PM, Monday through Friday, unless otherwise coordinated with the local FAA.

2.3. EXISTING CONDITIONS.

2.3.1. ASBESTOS. No asbestos will be impacted during this

contract.

2.3.2. LEAD. No lead will be impacted during this contract.

2.3.3. RESTROOMS. There are no available restroom facilities at the site.

2.3.4. WATER. No water is available at the site.

2.3.5. ELECTRICITY. Limited power may be made available to the contractor at the site on a day by day basis. Coordinate this need at the preconstruction conference.

2.3.6. DUMPSTER. There are no available dumpster or disposal

facilities onsite.

2.3.7. EXISTING UTILITIES. The contractor is responsible for

locating, marking, preserving and avoiding all underground utilities, both FAA and non-FAA. Any damage to utilities shall be repaired immediately by the contractor at his expense. Location of utilities on the drawings is approximate, and may not be all-inclusive.

2.4. SITE VISIT. The bidder is expected to carefully examine the site and all areas of proposed work to see firsthand the extent of work involved. The submission of a proposal will be considered prima facie evidence that the bidder has made such an examination and is satisfied as to the conditions to be encountered in performing the work. It shall be the responsibility of the bidder to make his own interpretations of existing site conditions as the drawings and specifications may not reflect all site characteristics. To schedule a site visit, contact Tim Blewett, FAA TRI SSC Manager, at (425)325-1001.

2.5. WORK LOCATION. The contractor will be responsible for

obtaining all required insurance, bonding, badges, etc. as required by the CO.

2.6. WORK ACCESS. Access to the site requires passing through a security gate. Therefore, the local FAA will escort the contractor to and from the site on a daily basis, unless alternate arrangements are agreed upon at the preconstruction conference. The contractor shall coordinate his schedule to the local FAA in order to secure a daily escort.

2.7. WORKERS. Due to security regulations, no foreign national workers will be allowed on the job site without 30 day notification and approval. Contact the SSC Manager for further information.

2.8. DEMOLITION. Any equipment or material to be removed, unless specified to remain the property of the FAA, shall become the property of the contractor and shall be transported from the site and disposed of in a legal manner. Demolition and removal work shall be performed in compliance with safety procedures, applicable requirements of the State and local regulations, and with Federal and FAA requirements.

2.9 SAFETY STANDARDS. Contractors shall comply with all

applicable federal, state, and local requirements for protecting the safety of the contractors’ employees, building occupants, and the environment. In particular, all applicable standards of the Occupational Safety and Health Administration (OSHA) shall be followed when working in accordance with this specification.

2.10 WORKING CONDITIONS. Construction/demolition shall in no way interfere with Air Traffic Control Operations. Extreme care shall be exercised so as not to cause any interference or interruption of service from this facility. It is absolutely mandatory that the contractor protects FAA personnel, communication, electrical and mechanical equipment both inside and outside the building from damage caused by work impact, water, debris or dust. The contractor shall have the overall responsibility for the performance and enforcement of all forms of protection within the premises against any damages due to work performed under this contract. Any damages incurred, as a result of construction activity during the performance of this contract will be repaired/replaced immediately by the contractor at no cost to the

FAA.

3. SUBMISSIONS.

3.1. LIGHT CONTROLLER. Model CC303NOD_S___L1C1, as available

from “FP Outdoor Lighting Controls” or approved equal.

4. MATERIAL.

4.1. GFM. Government-furnished material includes: ten concrete poles bases, ten light poles with bolt cover, ten lamp holders with offset arms and 113W, LED lamps, and four handholes (two at 17” x 30” and two at 13” x 24”).

4.2. CFM-GENERAL. All material specified herein shall be

supplied, transported, maintained, handled, installed and stored by the contractor. All material estimates and measurements are the responsibility of the contractor.

4.3. MATERIAL SPECIFICATIONS. All material shall adhere to the guidelines and specifications set forth in the latest editions of the UL, and ASTM publications. These specifications shall take precedence over site and standard drawings. Items 4.4. through

4.12. are major CFM items, however, they are not inclusive of all CFM items.

4.4. SUBBASE. Crushed stone or gravel, adhering to attached

Specification FAA-SO-STD-11, paragraph 3.2, compacted.

4.5. TACK COAT. Bituminous tack coat adhering to attached

Specification FAA-SO-STD-11, paragraph 9.

4.6. PAVEMENT. Bituminous asphaltic concrete, adhering to

attached Specification FAA-SO-STD-11, paragraph 10.2.1.4, compacted.

4.7. PAVEMENT MARKING. Solvent based, suitable for adhesion to asphalt, roller/brush/machine applied, meeting A-A-2886B Type II.

4.8. CONCRETE. Concrete, adhering to ASTM C 33 and ASTM C 94, having a 28-day compressive strength of 3,000 psi, with a 3 to 4 inch slump, and a maximum aggregate size of 3/4”.

4.9. WIRING.

4.9.1. LIGHTING. Each securing lighting circuit shall be

separate 2/c #10 w/gnd, solid copper conductors in waterproof Romex insulation, 600V.

4.9.2. GROUNDS. #6, green insulated, stranded copper.

4.10. CONDUIT. PVC or rigid, diameter as specified on drawings.

4.11. GROUND ROD. 10’ x ¾” dia, copper clad.

4.12. HOISTING BRACKET. Steel, sized and configured to fit and hoist the existing light pole concrete foundations (approx. 2 tons, each).

5. INSTALLATION.

5.1. GENERAL. Comply with all phases of these specifications, and site drawings series AVL-D-SSC. These specifications shall take precedence over drawings. Any damage to existing FAA property shall be repaired by contractor at his expense.

5.2. Existing Utilities. The contractor shall locate, ascertain depth and avoid all existing underground utilities in the area, including security gate cabling, power and telco. Any damage to any utilities shall be reported to the SSC, and repaired immediately by the contractor at his expense.

5.3. Install light pole foundations after auguring holes. Orient the conduits to align with conduit/wiring paths. Foundations shall be level and plumb, and their tops shall be 12” (max) above surrounding final grade.

5.4. Install light poles complete atop foundations, including wire leads from lamp fixture to access port. Poles shall be level and plumb, with arm and lights oriented towards the ASR plot (with the exception of the pole closest to the gate; orient this one towards the gate).

5.5. Install four handholes, located per the drawings. Handholes shall be squared and plumb, and level with surrounding grade or curbing, as applicable.

5.6. Install light controller on existing electrical rack, with photos cell oriented to true south.

5.7. Install security light wiring in conduit and handholes as shown on drawings, from DP-1, to LC-1 to light poles, per the light wiring diagram. Conduits shall be a minimum of 24” deep (excepting the short runs between light and adjacent handholes, where applicable). Splices in handholes shall be of waterproof compression type (Polaris, or equal), and splices in pole bases shall be taped wire nut.

5.8. Install pole base grounding, to adjacent ground rods. The ground wire in the 2/c #10 (grounded conductor) shall be connected to the pole lug, so as to provide continuous ground between the grounded conductor, the pole and the ground rod.

5.9. Remove approximately 25 cy (1000SF x 8” deep) of existing earth at various areas outside existing graveled areas, yet which lies within paving limits. Dispose of offsite.

5.10. Remove all vegetation from graveled areas. Install gravel subbase to the areas of removed earth (ref Section 5.3.) and compact to 8” depth. Smooth all graveled areas. Ensure subbase elevation is 3” below the edge of pavement at the existing gate and around the existing manhole adjacent to the fuel tank and beside the curb and gutter.

5.11. Install pavement base course atop subbase, and compact to 1.5” depth.

5.12. Install tack coat atop base course.

5.13. Install pavement top course atop base course, and compact to 1.5” depth.

5.14. Install pavement markings on parking lot.

5.15. Install new exit loop and safety loops on either side of gate as shown, and terminate to gate controller.

5.16. Install paved humps at the western end of pavement

termination.

6. CLEANUP.

6.1. Before final inspection, the contractor shall thoroughly clean within the construction limits and the surrounding areas affected by this work, including the following:

a. All construction facilities, debris, and rubbish shall be removed from the buildings and the site on a daily basis.

b. All tools, scaffolding, temporary utility connections, building, etc., belonging to the contractor or used under his direction shall be removed from the site.

6.2. All grounds, walkways, and other areas adjacent to the work shall be restored to the original condition before the contractor is released.

7. INSPECTIONS. The contractor shall allow the COR, or other persons designated by the CO, complete access to all portions of the work. The COR shall coordinate and schedule a final inspection date. All work shall be accepted when all work required by this contract, including punch list items, is finished and has passed inspection.

8. PHOTOS.

Photo 1: Entry gate with ASR tower and building in background. Modular building is to the right.

Photo 2: Fence mow strip, just inside gate. Curb and gutter area, along with gate light (L3-1)and handhole (HH3-1).

Photo 3: South fenceline, at change of direction. Curb and gutter area, along with light pole (L1-1) and handhole (HH1-1).

Photo 4: Modular building, gable, ramp and sidewalk not yet installed

Photo 5: Electrical rack, south of modular

Photo 6: Power and control handholes by rack

Photo 7: Power and control handholes by gate

Photo 8: Gate area, with pad for gate controller (not yet installed)

Photo 9: View to the south from light pole L3-4, modular is to the right

Photo 10: GFM: foundations, poles, lamps & handholes