SABER_SEED_SON_-_complete_-_15_Feb_2013.pdf

Repair Electrical, Main Gate Entry

BAEY 11-0194

DEPARTMENT OF THE AIR FORCE

HEADQUARTERS 9TH MISSION SUPPORT GROUP

BEALE AIR FORCE BASE, CALIFORNIA

SIMPLIFIED ACQUISITION OF BASE ENGINEERING REQUIREMENTS (SABER)

STATEMENT OF NEED (SON)

Contract #: To Be Determined Project Title: Repair Electrical, Main Gate Entry Project #: BAEY 11-0194 Date: 15 February 2013

SUMMARY OF WORK

1. PURPOSE OF SECTION: The SON explains the general intent of the task order (TO) named above. It documents the major line items of work the Government expects to see accomplished, but it does not attempt to explain the exact details and/or method of execution for TO; the Contractor will be responsible for providing specific performance details in their resulting proposal and Statement of Work. The Contractor must comply with all provisions and requirements of the base SABER contract.

1.1 Contractor Provided Statement of Work (SOW): Included with the standard submittal documents, the Contractor shall provide a detailed SOW to clarify all items of work that will be accomplished for this TO. Regardless of any official or non-official Government approval of the Contractor SOW, cost proposal, or design drawings, the Contractor is still responsible for fulfilling all requirements listed in this general Government SOW.

1.2 Contractual Requirements: The Contractor shall refer to the base SABER contract for all specific contract requirements. Questions regarding contractual requirements should be directed to the Government Contracting Officer.

2. PROJECT SCOPE: The project is located at Beale AFB’s main vehicle gate (Schneider Gate). The Contractor shall furnish all labor, supervision, materials, tools, equipment, and professional design services to accomplish all the work involved as necessary to replace the existing 12 KV overhead at the Main Gate with underground lines, replace the existing panel in the gate guardhouse, install proposed lighting around the area, install a 50KVA pad mounted transformer, and perform all other necessary work to create a complete and useable electrical system.

3. MAJOR ITEMS OF WORK: Work includes but is not limited to the following items:

3.1 Remove pole D5-95 and associated cables from the pole to the connected nearby manhole.

Provide four way elbow at this manhole located north of pole. Trench/bore from the manhole to pole D5-94.

3.2 Replace existing pole mounted 25KVA transformer at D5-94 with a new pad mounted single phase 50KVA, 12470/120/240 V transformer. Remove D5-94. Provide concrete pad for the new transformer. Replace feeder wires from new pad mounted transformer to match new amp capacity.

3.3 Provide new (3) three phase (3) three way pad mounted switchgear and provide power to area circuits. Provide concrete pad for the new switchgear. Pad mounted switchgear will be located adjacent to the new transformer. The three-way switchgear will be tied to the incoming high voltage line, one phase power tied to the transformer, and a three phase high voltage line that will continue to pole D5-93. Provide and install cad welded ground rods for switch/transformer.

3.4 Provide pad mounted distribution panel near new transformer. Connect distribution panel for guardhouse power and all appropriate area lighting, including the T-38 static display lighting, via underground runs. Distribution panel will have use photo-sensitive sensors with a lighting contactor that will turn on the area lighting at low ambient lighting or evening levels.

3.5 Trench/bore from new 50KVA transformer location to pole D5-93. Replace D5-93 with a new pole. D5-93 will be a dead-end pole. Install riser on the pole with load break cutouts and a steel conduit sweep where the incoming high voltage line meets to go up the pole.

Provide guys, raptor protection, and lightning arrestors.

3.6 Install 12KV underground wires for the high voltage line after trenching/boring consisted of #2 copper encased in concrete or steel conduit meeting NEC. 3.7 Remove and replace existing main breaker panel located inside the guardhouse with a larger capacity (at least 200A) panel with 24 circuits for future expansion. The old panel is situated in the bathroom and will be removed. The new panel will be installed on the Security Forces control side (eastern section) of the guard shack. Electrical connections will be rewired into the new panel. Repair and patch the wall where the former 100A panel was located.

3.8 Replace two light poles at the gate and provide power to lights. Light poles are located on the northern end of the parking lock adjacent to the guardhouse. Install underground electrical cable between the two light poles and to lighting/building distribution panel. If trenched, encase the cable in concrete in the connection between the two poles to account for the load of vehicles on the road above it.

3.9 Install stands adjacent to the existing eastern lighting pole located north of the parking lot.

The existing electrical and communication boxes currently mounted on the existing light pole (light pole #4) will be mounted on the new stands.

3.10 Install a new light pole on the northern side of guard shack. Connect to lighting distribution panel preferably through the same trench route from pole D5-95 to the transformer. Install underground electrical cable from new light pole to lighting/building distribution panel.

3.11 The 2 southern light poles will have three LED flood lights with adjustable heads or equivalent and the northern light pole will have two LED flood lights with adjustable heads or equivalent. Electrical cables to the lights will be underground. Location of the replaced and new light poles will be based on drawing schematics from the Government and coordination with the SABER flight.

3.12 Demolish overhead cables made unnecessary from installation of underground runs.

3.13 Repair/Replace all asphalt, concrete, and groundwork damage, removal, and disturbance from trenching or construction work. Repaired sections will be at least equivalent to conditions prior to construction.

3.14 The time the high voltage line is disconnected from the base grid will be kept as short as possible.

3.15 Perform all necessary electrical connections in order to establish a complete system with power provided to the building, lights, and poles.

4. WORK RESTRICTIONS: Work will be performed in a fenced area, within OR outside the Main Gate, at Beale AFB, CA. Base access passes are required in this area the same as for the main base areas and no unauthorized entry is permitted by any Contractors or delivery vehicles except by normal base entry access procedures. Standard contract work hours shall be in effect.

5. SUBMITTALS: The Contractor shall provide the following specific submittals for this TO, in addition to all applicable submittals listed in the base contract:

• Preliminary site drawings (electrical, civil)

• Site and Utilities Drawings and details, including dimensions

• Demolition Plan

• Details for Special Mechanical and Electrical Conditions

• Electrical Plans and Details (power and lighting)

• Transformer Specification Sheet

• Lighting Specification Sheet

• Cable, Wire, and Conduit Specification Sheets

• Concrete Mix Specification Sheet

• Panel Board Specification Sheet

6. DESIRED PERFORMANCE PERIOD: To be negotiated.

6.1 Liquidated Damages: Liquidated damages will be assessed at a rate of $420.74 for the first day of delay beyond the negotiated period of performance and $340.74 per day for each subsequent day of delay.

7. APPLICABLE STANDARDS: Refer to base SABER contract for all general standards.

8. EXCLUSION PERIOD: Ground-disturbing work may not be performed at Beale AFB within the rainy season; this exclusionary period is designated from 1 November through 1 May.

Contractor will coordinate through CE to ensure ground-disturbing work is not performed during this time.

9. DESIGN REQUIREMENTS: Design shall be in accordance with the base contract.

10. GOVERNMENT FURNISHED MATERIALS: No Government-furnished material will be provided under this TO.

11. MAGNITUDE OF AWARD: The magnitude of the initial seed project resulting from this solicitation will be between $100,000.00 and $250,000.00.

12. ATTACHMENTS:

1. Environmental Impact Analysis

2. General Project Map

3. Gate As-Builts

Sheri.Rolfsness Typewritten Text

Sheri.Rolfsness Typewritten Text See Continuation Page.

BAEY #11-0194

4.0 PURPOSE AND NEED FOR ACTION

4.1 Purpose of the Action

Initiated Because: for utility and human safety, and AT/FP (upgrade lighting and electrical equipment) at the Main gate.

Existing Conditions and Change: Currently the electrical line is aboveground, this project will put it underground.

5.0 DESCRIPTION OF PROPOSED ACTION AND ALTERNATIVES

In addition to page 1: Convert aboveground electrical cable between light poles on south side of guard shack to underground.

These 2 light poles and lights will be replaced with new poles and lights. A new pole will be installed on the north side of the guard shack.

There will be 2 4'x6'x6' deep man holes installed. The excavation will need to be at least 1' bigger in all dimensions to accommodate the 6" walls.

All cable will be trenched.

5.1 Description of the Proposed Action Location: Main Gate area (Building 770) Size: Staging and storage areas will be on paved or gravel surfaces.

Utility Requirements: This is a utility project.

Parking Requirements: Utility only project.

Planned Area Paved/Unpaved: both Construction Access Routes: Gavin Mandery Dr. Main Gate area.

Project Duration: N/A Related Projects: no Excess Soil: possibly

18. Remarks This project improves human safety, utility safety, and base security (AT/FP). Beale AFB receives some high winds and the utilities are aging. One incident left the Main Gate closed due to the overhead powerline structure failing.

(IMT-V1)

AF FORM 813, SEP 99, CONTINUATION SHEET

PAGE OF PAGE(S)

CONTINUATION OF BLOCK #18 -REMARKS ON AF FORM 813,

EIAP # 11.157 (Main Gate Install 12KV Line Underground, BAEY 11-0194)

Page 1 of 7 EIAP 11_157 (813 Remarks Cont)

The proposed project to convert aboveground electrical to underground for approximately 580 feet or less by trenching, removing 2 utility poles, installing 2 manholes 4’x6’x6’, modifying one utility pole with riser and raptor protection, removing pole mounted transformer, installing larger “dry” pad mounted transformer, installing larger electrical panel, replacing 2 light poles with new light poles and lights on the south side of the guard shack, and installing a new light pole and electrical line on the north side of the guard shack qualifies for CATEX # A2.3.11 (Actions similar to other actions which have been determined to have an insignificant impact in a similar setting as established in an EIS or an EA resulting in a FONSI.)

Reference the Environmental Assessment of Anti-Terrorism/Force Protection Upgrades at Beale AFB, CA (large) with Air Force approved FONSI/FONPA signed 18 Jan 2005; Biological Opinions dated 21 Sept 2004 and 21 Oct 2008. This CATEX determination is subject to the project meeting all of the Required Environmental Protection Measures below.

Please ensure the following requirements are included in the contract or in-house work plans:

AF FORM 813, SECTION II,

REQUIRED ENVIRONMENTAL PROTECTION MEASURES:

# 8. AIR QUALITY: The Contractor shall comply with Feather River Air Quality Management District (FRAQMD) “Standard Mitigation Measures for All Projects” and “Fugitive Dust Control Mitigation Measures” during construction to minimize construction-related air quality impacts. Reference FRAQMD requirements at http://www.fraqmd.org/StandardMitigation.htm.

Any portable diesel internal combustion engines ≥50bhp require registration documentation from California Air Resources Board (CARB) Portable Equipment Registration Program (PERP). PERP Registration numbers must be provided to 9 CES/CEAN Air Quality Manager (530-634-2645) within three

(3) days of arriving on Beale AFB. The portable equipment will be subject to inspection by Feather River Air Quality Management District (FRAQMD).

California Vehicle Code (CVC), Section 4000, requires any vehicle which is based in California or primarily used on California highways, shall be registered in California. A nonresident owner of any commercial vehicle shall register the vehicle in this state and pay the applicable fees under this code.

Vehicles must be smog tested and registered in CA within 30 days of arriving in the state, even if they have a current registration in another state. Contractors and their employees are advised that failure to have their vehicles smog tested and registered in CA within 30 days of arrival may result in enforcement action by local/state authorities.

This project will not generate or release significant particulate matter provided Feather River Air Quality Management District (FRAQMD) “Standard Mitigation Measures for All Projects” and “Fugitive Dust Control Mitigation Measures” are implemented during construction to minimize construction-related air quality impacts. The contractor shall be required to implement these mitigation measures. No further conformity determination/analysis is required.

# 9. WATER RESOURCES: This work is in an area that was previously coordinated with the U.S. Fish and Wildlife Service, and must be conducted during the dry season between 1 June and 31 October to comply with the requirements. Permission to work outdoors in November may be requested from 9 CES/CEAN if weather continues to be fair. 9 CES/CEAN will evaluate and approve or disapprove outdoor work requests during this time on a case-by-case basis, depending on weather conditions, weather forecast, and whether or not activities will damage soil or vegetative cover. The only outdoor work allowed for 12 hours before or after a storm event are the inspection, installation and/or maintenance of erosion controls/best management practices. Excavation is not to exceed 7 feet in depth.

The contractor is responsible for implementing best management practices to ensure pollutants are not released or discharged to drainage features or storm drains in project work areas, equipment/material staging areas or parking areas. The contractor shall promptly clean up any spilled materials and report any spill incident to the base Fire Department by dialing 911 from any base phone. If calling by cellular

Page 2 of 7 EIAP 11_157 (813 Remarks Cont) phone, dial (530) 634-2117. The contractor shall also notify 9 CES Environmental Office at (530) 301- 9413. The spill shall also be reported in writing to the 9 CES/CEAN within 48 hours.

A representative of 9 CES Environmental Office will provide on-site storm water training for construction projects. Training will focus on storm water pollution prevention and proper installation and maintenance of BMPs. The contractor is responsible for ensuring that all personnel involved with the project (including subcontractors) have received storm water training and will submit training log(s) to 9 CONS as proof of training. The contractor shall install and maintain erosion control system(s) such as silt fences, straw bale barriers or erosion control/stabilization blankets, as needed to protect drainage features from sedimentation resulting from construction activity. At a minimum, contractor shall inspect erosion control systems/BMPs daily and will submit inspection logs monthly to 9 CONS to show that inspections are being conducted.

All excess soil and construction debris shall be disposed of off-base. Soils to be disposed of off-base must be tested for contaminants at the contractor’s expense.

There will be no excess soils or construction debris temporarily stored on-site during construction.

# 10. SAFETY AND OCCUPATIONAL HEALTH: The contractor shall ensure prior to the project start-up, an AF Form 103 (Base Civil Engineer Work Clearance Request, also called a “Digging Permit”) is coordinated through civil engineering channels. The contractor shall comply with the conditions specified in the approved AF Form 103.

Military Munitions Advisory: Past activities at Beale used a variety of munitions and related materials across most of the base property. Because of the base’s history, military munitions related material could be encountered within the project area. If any suspected military munitions related material is found, stop work in the area, move personnel away from the site, and contact the Beale Command Post (530-634- 5700) and/or the Explosive Ordnance Disposal (EOD) flight (530-634-9070/530-634-9071, or 911 for emergency). Do not touch or attempt to remove any material suspected to be military munitions related. If munitions or explosives of concern (MEC) are discovered, UXO technician support will be required before the project can continue.

A Comprehensive Site Evaluation (CSE) was conducted by the U. S. Army Corps of Engineers (USACE).

The CSE supports the Military Munitions Response Program (MMRP). The Report includes evaluations of Munitions Response Sites (MRS) for hazards. The project area is not within any known MRS. The Draft Final Report is available for review.

An ERP waiver is not required prior to construction.

# 11. HAZARDOUS MATERIALS/WASTE All hazardous wastes generated must be properly disposed.

All hazardous waste characterization/shipping/disposal must abide with federal, state, local and military regulations. The Resource Conservation and Recovery Act (RCRA) sets certain minimum standards for waste management. States have more restrictive requirements than RCRA.

If asbestos containing material is removed, proper disposal is required. Project contract must include sufficient funds to pay for asbestos removal and disposal. The contractor must implement required worker safety and environmental controls to ensure safe handling and disposal of asbestos materials/wastes.

Any paint chips/debris must be tested for lead and may require disposal as hazardous waste.

Proper identification/containerization/labeling for hazardous wastes must occur during all painting and clean-up processes (thinner activities, waste paint activities, dirty rags/debris and all other processes which generate hazardous wastes). Accumulated hazardous wastes must be stored and labeled in accordance with federal, state, local and military regulations.

Page 3 of 7 EIAP 11_157 (813 Remarks Cont)

At completion of work, contractor will not leave paint, primers or other chemicals behind at worksite. All chemicals shall be retained by contractor at completion of work.

Disposal of Treated Wood Waste (TWW): TWW taken out of service must be stored and/or disposed of according to California Hazardous Waste control law. TWW may contain hazardous chemicals that pose a risk to human health and the environment. Arsenic, chromium, copper, creosote, and pentachlorophenol are among the chemicals added to preserve wood. Disposal of any removed power poles must be coordinated with the base Environmental Office.

Store TWW off the ground by placing it on blocks, on concrete surfaces, or in containers. Do not store TWW beyond allowed limits (90 days – block and tarp, 180 days – containment pad, 1 year – container and storage building). Cover TWW during inclement weather to prevent rain water from leaching chemicals out of the TWW. Accumulate TWW away from public access. Contact 9 CES/CEAN if planning to reuse the removed TWW to ensure compliance with existing hazardous waste laws. Keep TWW from mixing with other waste. Notify 9 CES/CEAN within 30 days if generating more than 10,000 pounds of TWW. Train employees involved in TWW handling and keep the training records for three years. (Training shall include applicable requirements of Cal/OSHA and regulations relating to hazardous waste, methods for identifying and segregating TWW, safe handling practices, requirements of TWW management; and proper disposal methods). Label all TWW bundle/shipments with the following information.

TREATED WOOD WASTE – Do not burn or scavenge.

TWW Handler Name:________________________

Address:_______________________ Accumulation Date:_____________

Hazardous Waste Disposal: The contractor shall submit a hazardous waste profile to the 9 CES/CEAN for all hazardous wastes generated, before removing them from the installation. At least two working days prior to transporting hazardous wastes off the installation, the contractor shall make an appointment to deliver all hazardous waste manifests to 9 CES/CEAN for checking and signature (phone 530-634- 2644, 530-634-4452 or 530-634-2344). Hazardous waste to be shipped off site shall be inspected by 9 CES/CEAN before leaving base. The contractor shall provide the properly completed hazardous waste manifest to 9 CES/CEAN, 6601 B Street, Beale AFB CA 95903-1708, for signature and mailing to the state. The contractor must follow the same procedures when disposing of non-hazardous asbestos waste on “Non-Hazardous Waste Manifests”.

Hazardous Material: The contractor shall provide an inventory list of ALL chemical products to be used, along with copies of the Material Safety Data Sheet (MSDS) for each chemical product, to Contracting for review by 9 CES/CEAN before bringing any potentially hazardous material onto Beale AFB. "Hazardous material" includes herbicide such as Roundup. The contractor shall not leave any unused hazardous materials on base at completion of contracted work.

TANKS/OIL BULK FUEL STORAGE CONTAINERS. The project description does not identify requirements for tanks, oil or bulk fuel storage containers. The contractor is not authorized to bring these onto base or install them without prior written approval from 9 CES/CEAN Tank Program Manager (530- 634-2832). Bulk storage containers are containers with 55 gallon or greater capacity. Oil is oil of any kind, i.e., vegetable, synthetic, animal, ethanol blends containing any petroleum or petroleum products.

# 12. BIOLOGICAL RESOURCES: Seasonal wetlands are located in the project vicinity. To ensure protection of vernal pools and seasonal wetlands in the project vicinity, the contractor shall mark boundaries of work and staging areas with orange construction fencing before construction begins to ensure vehicles, equipment and personnel do not enter areas that have the potential to be occupied by endangered species or their habitat. The location of these barriers will be determined by 9 CES/CEAN at the time the AF Form 103 is processed. Vehicles, equipment and personnel will be restricted by the work

Page 4 of 7 EIAP 11_157 (813 Remarks Cont) boundary. Excavation is not to exceed 7 feet in depth. The contractor shall remove orange construction fencing within 60 days of construction completion.

The existing power pole is being modified in this project and will comply with raptor protection requirements outlined in “Suggested Practices for Avian Protection on Power Lines: the State of the Art in 2006”, Avian Power Line Interaction Committee. This is required by the Beale AFB Avian Protection Plan.

All modified power lines must be designed and constructed to provide 60 inches of clearance between high voltage phases and from any phase to a grounded conductor or metal object. When this is not feasible, protective components such as insulated jumper wires, bushing covers, cutout covers internal-gap lightning arresters and insulator covers must be installed to minimize electrocution hazards.

To protect birds under the Migratory Bird Treaty Act, a pre-construction site survey must be performed by a qualified biologist at least 30 days before construction to determine whether any protected species are present on or near the site. If protected birds are present and nesting on or near the site, construction may be temporarily postponed until the nesting season is over. Contact CEAN at least 30 days in advance to arrange the pre-construction site survey.

Other measures which may be necessary if protected species are found on or near the site during the pre-construction survey include: (1) the contractor may be prohibited from disturbing areas within a specified distance of owl burrows or bird nests; (2) the contractor may be required to shut down or restrict activities during breeding and nesting seasons; (3) construction may be temporarily delayed while birds are encouraged to relocate away from the construction area. The contractor should be advised of these possibilities in contract documents.

All trees scheduled for preservation shall be temporarily fenced during construction. Fencing shall be installed prior to the commencement of construction and shall remain in place until all construction is completed. As a minimum, fencing shall be located at the edge of the root zone. The root zone is determined to be the entire ground surface located underneath the tree canopy, commonly referred to as the drip line of the tree. Fencing shall consist of chain link or plastic link fence. Fencing shall be rigidly supported and maintained during all construction periods at a minimum height of 4' - 0", above grade.

Fenced areas shall not be used for material stockpile, storage or vehicle parking. Dumping of building materials, chemicals, concrete products or garbage shall be prohibited within the fenced area. Do not attach anything to the tree’s limbs or trunk, or cause injury to the bark. Do not irrigate within the root zone of native oak trees. Fenced areas under trees shall be maintained in a natural condition and soils shall not be disturbed or compacted. All trees required to be fenced shall be clearly marked with a spot of yellow paint. The marking will notify inspectors that the subject tree or tree(s) are to be fenced at all times during construction.

9 MSG/CC approval is required before removing any live trees. If the project includes removal of any trees, the contractor is advised to remove the trees or tree limbs between August and early November, outside of bird nesting season and the wet season. Trees may not be removed or limbed during nesting season unless a qualified biologist from 9 CES/CEAN determines there are no active bird nests present.

Consultation with U.S. Fish and Wildlife Service (USFWS) has already been conducted to assess potential impacts to threatened or endangered species. Construction activities must comply with all environmental protection/avoidance measures identified in the consultation and biological opinion.

A qualified biologist will monitor all construction activities and the proposed work to insure compliance with avoidance, minimization, and compensation components of the proposed project. The biological monitor will:

a. Assist construction personnel in compliance with all conservation measures and guidelines.

b. Have the authority to stop construction activities if situations arise that could be detrimental to the existing wetlands.

Page 5 of 7 EIAP 11_157 (813 Remarks Cont)

c. Allow construction to resume only after corrective actions have alleviated the potential for detrimental activities.

d. Be responsible for directing the placement of all stakes, flags, and barriers protecting sensitive resources.

All stakes and flagging will be removed within 60 days of construction completion.

Work crews must receive environmental awareness training which will be conducted prior to construction, when crews are about to enter potentially sensitive areas and when new personnel join the construction crews. Work crews must follow all environmental requirements identified in this Environmental Impact Analysis and any associated permits. The contractor will coordinate with the Environmental Office by calling 530-634-9568.

Off-road travel by vehicles or construction equipment will be prohibited outside of designated work areas.

No non-military firearms or pets will be allowed in the proposed action area.

Motor vehicles and equipment will only be fueled and serviced in designated service areas (on paved surfaces).

Any worker that inadvertently kills or injures a special status species, or finds one injured or trapped, will immediately report the incident to the biological monitor.

Failure to comply with the above measures could result in adverse impacts to threatened or endangered species or their habitat. Projects found by the USFWS to directly or indirectly impact threatened or endangered species or their habitat are required to pay for mitigation of the project impacts. For vernal pools, the mitigation cost is established at $150K per acre for direct impacts, and $100K per acre for indirect impacts. The project would be required to pay for these costs if the above measures are not implemented.

# 13. CULTURAL RESOURCES: Previously unidentified subsurface archaeological deposits might exist within the work area boundary. If any cultural remains are inadvertently discovered, stop all ground disturbing work at the point of discovery, plus a 25 meter buffer exclusionary area. Care will be exercised when leaving the discovery area so as not to further disturb the cultural items. Immediately notify the Beale AFB Environmental Office (9 CES/CEAN) and the Contracting Officer. Work within the exclusionary area will not resume until the CRM provides authorization to the contracting officer. Unauthorized excavation, removal, damage, alteration, or defacement of archaeological resources on USAF property is prohibited, and punishable by civil and criminal penalties.

# 14. GEOLOGY AND SOILS: There is no designated or approved soil storage area at Beale Air Force Base (AFB). State regulation (14 California Code of Regulations (CCR) 17381.1) specifies that construction, demolition and inert debris (CDI) stored for more than 30 days that has not been processed and sorted for resale or reuse are deemed to have been disposed of unlawfully. Thus, at Beale AFB all excess soils removed during construction must be reused appropriately on-base or disposed of off-base at an approved disposal, recycling or other authorized facility.

Reuse of excess soils either at the project site or at another site on base shall be considered on a case-by-case basis by 9 CES/CEAN. If reuse of soil from a construction site is intended, the AF Form 813 must state the plans for reuse. Excess construction debris, such as concrete or soil mixed with debris should always be removed as part of the construction project and recycled or disposed of properly off-base. The following assumptions regarding excess soils may be used for project planning purposes:

- If excess soils generated from any construction site are less than 1 cubic yard, the soils may be spread at the project site with proper erosion controls and other environmental protection measures in place.

Page 6 of 7 EIAP 11_157 (813 Remarks Cont)

- If excess soils generated from any construction site are over 1 cubic yard, sampling and analysis will be required and must be coordinated with 9 CES/CEAN. The analytical results will determine whether the soils may be reused at the project site or at another site on-base or whether they must be disposed of off-base.

Any excess soils requiring disposal off-base shall be properly disposed of using project funds. Excess soils removed from any construction site require characterization (sampling and analysis) for disposal purposes. Excess soils must not be mixed with other debris, and all excess soils must be removed from construction sites within one month of construction completion.

Soil characterization and/or waste characterization/disposal (including hazardous wastes) are the contractor’s responsibilities and must be coordinated with 9 CES/CEAN. Sampling of soils must be conducted by a qualified sampling technician (certified laboratory or environmental firm) and witnessed by a 9 CES/CEAN representative. Laboratory results shall be evaluated by a 9 CES/CEAN representative before disposal off-base. All soils require the following analyses before off-base disposal or on-base re-use: CAM 17 (metals); Total Petroleum Hydrocarbons (TPH) – EPA 5030, 3550 and 8015; Volatile Organic Compounds (VOCs) – EPA 8260. Soils removed from ERP and/or MMRP sites may require additional analyses for site-specific contaminants.

Soil to be disposed of at Ostrom Road Landfill must be coordinated through Recology, Inc. (707-693- 2107). Recology, Inc. requires contractors to coordinate sampling and analysis directly with them prior to sampling. The minimum sampling frequency accepted by Recology, Inc. is one 4:1 composite sample per 250 cubic yards of material. Recology, Inc. may request additional testing after they review the initial analysis. All sampling shall be performed using project funds.

# 15. SOCIOECONOMIC: If awarded and constructed, this construction project will provide construction employment opportunities within the local community for months to years.

# 16. OTHER: All vegetated areas disturbed by construction shall be re-vegetated with a 9 CES/CEAN approved seed and mulch prescription. All landscaped areas disturbed by construction shall be restored to their original condition or better, e.g., sod, trees and shrubs, mulch replaced along with any irrigation systems, natural or manmade drainage ways.

This CATEX applies only to work that takes place within the boundaries shown on the attached figure.

No work of any type, and no vehicle or equipment traffic, is authorized outside of this work boundary by this CATEX. All equipment and vehicles must be maintained to paved/gravel surfaces or in the designated work area. All materials, vehicle parking, and staging areas shall be located at least 50 feet away from drainages and other wetlands. Storage of all construction material/debris shall be kept to the designated storage/staging area.

The contractor must comply with the Beale AFB Integrated Solid Waste Management Plan (ISWMP). The Beale ISWMP requires construction and demolition debris to be recycled, re-used or mulched when possible. Reduction of solid waste through recycling and landfill diversion is mandated by Air Force policy and California law. Disposal of hazardous items (i.e., cleaning products, batteries, drain cleaner, pesticides, herbicides, motor oils, paints, gas, kerosene, etc.) in the solid waste stream is prohibited.

Contractors shall report the amount of construction debris disposed of by landfill, and construction debris diverted from landfill by re-use, or recycling. This does not include material that is placed in receptacles provided by the base YSDI (Yuba Sutter Disposal Inc.) contract. Report by category (asphalt, drywall, wood, metal, mixed) the estimated total waste disposed of, and total diverted from landfill, in tons or pounds. Report his information to 9 CES/CEAN (530-634-4451) on a quarterly basis (first week of Jan, Apr, Jul, and Oct).

The contractor must comply with the Beale Green Procurement Program. The Beale Green Procurement Program requires purchase of EPA-designated recycled content products (the CPG List – Comprehensive Procurement Guidelines); Bio-based Products; energy efficient products; Alternatively fueled and fuel efficient vehicles, and alternative vehicle fuels; Non-ozone depleting substances; and elimination/minimization of EPA Priority Chemicals.

Page 7 of 7 EIAP 11_157 (813 Remarks Cont)

The EPA’s Comprehensive Procurement Guidelines (CPGs) are found at:

http://www.epa.gov/epaoswer/non-hw/procure/products.htm. Examples of construction materials required to comply with the CPGs include: insulation, carpet, latex paint, fiberboard, restroom partitions, concrete, mulch, plastic safety fencing. The web site identifies required recycled content for these and other items.

The Air Force has adopted EPA’s recommended recycled content levels as requirements. The electrical utility equipment and materials for this project are not found in the EPA’s CPGs for construction materials.

Environmental Management System (EMS) Information Requirements: The Air Force has determined that for contracts which include FAR Clause 52.223-5 (Pollution Prevention and Right-to-Know Information) and involve contractor operations on an Air Force installation where the Air Force has implemented an EMS (such as Beale AFB), the Air Force must ensure that alternative paragraph (c)(7) is included in that FAR Clause. Paragraph (c)(7) states “The Contractor shall provide all information needed by the Federal facility to comply with the . . . environmental management system as described in Section 401 of E.O.

13148.” The contract shall include this as a contractor requirement.

EMS Training Requirements: Contractor personnel working on an Air Force installation where the Air Force has implemented its EMS (such as Beale AFB) must complete Air Force-provided initial EMS awareness-level training. Every contract must include the requirement for contractor personnel working on Beale AFB to complete Air Force-provided initial EMS awareness-level training, and must also provide, at a minimum, the following additional implementation guidance: (a) the installation office responsible for providing the EMS training is 9 CES/CEAN, EMS Manager, 530-634-4452; (b) the amount of time the training requires is 5-10 minutes; (c) the employee initial EMS awareness-level training must be completed within 90 days after either the training requirement is placed on contract or a new contract employee begins work on the installation; (d) the contractor will document the employee initial EMS awareness-level training and maintain a training record.

kjkj kj kj ߧ

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*Pole #D5-93 will have riser (cable runs from underground up the pole to aerial cable).

*Also install raptor protection.

Remove utility pole #D5-95.

*Install new light pole.

*Install underground electrical cable by staying in the shoulder of the road.

Trenching from pole #D5-95 to pole #D5-93, 36-48" deep, for #2 12KV electrical to run underground.

*Change 25KV pole mounted transformer to 50KV pad mounted transformer.

*Remove utility pole #D5-94.

*Install pad mounted distribution panel for area lighting and building.

*Install 3 phase 3 way pad mounted switch.

Work Boundary

Replace with new light pole.

Connect all area lighting to pad mounted distribution panel (including T-38 lights).

Install/replace existing breaker panel in Bldg 770 w/200A 24 circuit panel.

*Replace pole with new light pole.

*Install stand for mounting existing electrical & comm. from the old pole.

Patrol Road

Ga vin

M an de ry

D riv e

North Beale Road

Legend ! New Underground Electrical line Õ̀ Manhole # utility_pole_tower_point ߧ POLE_MOUNTED kj exterior_lighting_point electrical_cable_line Aquatic Resource Type

Vernal Pool (VP) Swale (Sw) Seep (Sp) Wetland/Shallow (WS) Stream (St) Ditch (Di) Deep Water (DW) building_area Fence line Installation Boundary

Roads Primary Secondary

This map is for reference/general planning only.

Wetlands have not been officially field delineated.

Additional unmapped wetlands do occur in this area.

Notes:

- Colored areas are wetlands to be protected

- Work in dry season only

- Keep vehicles and equipment out of wetlands

- Do not dig (trench, etc.) within 250 ft. of wetlands

- Contact CEAN (x9568) before work starts to mark wetlands and conduct environmental training

EIAP #11.157 BAEY #11-0194

Main Gate Install 12KV Line Underground

0 100 20050 Feet

Roseville Design Group 8421 Auburn Blvd, Suite 170 ● Citrus Heights, CA 95610

Phone: (916) 910(9345 ● Fax: (916) 910(9479

Email: rdg@rosevilledesigngroup.com

Comprehensive Services Planning ● Surveying ● Building Design

Civil Engineering ● Structural Engineering

EXP. 12/31/12

No. C52359

Facility Number

PROJECT TITLE

Project Number

Drawing Number

SHEET TITLE

SHEET OF

BY/DATEREVISION

Drafter

Designer

Date

Project Manager

OFFICE

COORDINATION

SIGNATURE

APPROVED

CONTRACTOR

Base Civil

Engineer

Chief of

Engineering

Chief of

Design

Contracting

User

Airfield

Manager

Ground

Safety

Communications

Computers

Bioenvironmental

Engineer

Security

Police

Security

Systems

Fire Chief

Chief of

Operations

Construction

Management

Roofing

Engineer

Civil

Engineer

Corrosion

Engineer

Protective Coatings

Engr

S :\P ro je ct s\

\1

5\ dw g\ ar ch

\S he et s\

A

C V

.d w g

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0, :1

3a m

M S

S

MARYSVILLE

GATE

GUARDHOUSE

BAEY 8

B8

P. HERZER S. FRAZIER

M. SEUFERT OCTOBER 2012

OJEDA CONCRETE

G1.0

COVER SHEET

WARREN SHINGLE

GAVIN MANDERY DR.

SANITARY LANDFILL

TO MARYSVILLE

TO STATE RT. 65

WHEATLAND GATE

J S

T

A S

T

C S

T

B S

T

HAMMONTON RD.

DOOLITTLE GATE

D O

O L

IT

T L E

D R

TO M

ARYSVILLE

HOSPITAL

MFH

PAVE PAWS

SACRAMENTO

ROSEVILLE

BEALE A.F.B.

SAN FRANCISCO

YUBA CITY

AFB

MARYSVILLE

BEALE

SACRAMENTO

PROJECT

VASSAR

LAKE GATE

TO

WHEATLAND

CAMP

BEALE HWY

GRASS

VALLEY

GATE

TO

GRASS VALLEY

FLIGHT

LINE

MAIN

GATE

WATER

WELLS

B

A

S

E

M

A

P

V

I

C

I

N

I

T

Y

M

A

P

L

O

C

A

T

I

O

N

M

A

P

ABBREVIATIONS DRAWING INDEX

A�02

A�02

A

B

C

D

ARCHITECTURAL

SHEET LOCATION WHERE

ELEVATION OR DETAIL

IS SHOWN

ELEVATION LETTER

OR DETAIL NUMBER

SHEET LOCATION WHERE

ELEVATION OR DETAIL

IS SHOWN

ELEVATION LETTER

LEGEND SUBMITTAL

A AMPERES

AB ANCHOR BOLTS

ABT ABOUT

ACM ASBESTOS CONTAINING MATERIAL

AFF ABOVE FINISHED FLOOR

AGGR AGGREGATE

ANC ANCHOR

APPROX APPROXIMATE

APVD APPROVED

AQMD AIR QUALITY MANAGEMENT DIVISION

ARCH ARCHITECT

ASPH ASPHALT

ASSY ASSEMBLY

BD BOARD

BLDG BUILDING

BLK BLOCK

BLK'G BLOCKING

BM BEAM

BN BOUNDARY NAIL

BOT BOTTOM

BR'G BEARING

BTWN BETWEEN

C CONDUIT

CANTIL CANTILEVER

CB CIRCUIT BREAKER

CBC CALIFORNIA BUILDING CODE

CFM CUBIC FEET PER MINUTE

CG CEILING GRILL

CJ CONTROL JOINT

CKT CIRCUIT

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONN CONNECTION

CONST CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACTOR

CR CEILING RETURN

CSK COUNTERSINK

DBL DOUBLE

DF DRINKING FOUNTAIN

DFL DOUGLAS FIR, LARCH

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DML DEMOLISH, DEMOLITION

DN DOWN

DO REPEAT

DP DEEP

DR DOOR

DRWG DRAWING

DSA DIVISION OF THE STATE ARCHITECT

DTL DETAIL

(E) EXISTING

EA EACH

EF EACH FACE

ELEV ELEVATION

EN EDGE NAIL

ENG ENGINEER

EW EACH WAY

EXT EXTERIOR

FACP FIRE ALARM CONTROL PANEL

FD FLOOR DRAIN

FDN FOUNDATION

FF FINISH FLOOR

FG FINISH GRADE

FLR FLOOR

FN FIELD NAIL

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FOS FACE OF STUD

FRM'G FRAMING

FT FOOT

FTG FOOTING

FUR FURRING

GA GAUGE

GALV GALVANIZED

GFCI GOV'T FURNISHED CONTRACTOR INSTALLED

G/L GLUE�LAMINATED

G/N GANG�NAIL TRUSS

GOV'T GOVERNMENT

GYP GYPSUM

HD HOLDDOWN

HDR HEADER

HSB HIGH STRENGTH BOLTS

HSS HOLLOW STRUCTURAL SECTION

HT HEIGHT

HORIZ HORIZONTAL

IC INTERRUPTING CAPACITY

ID INSIDE DIAMETER

IF INSIDE FACE

IN INCH

INT INTERIOR

JH JOIST HANGER

JST JOIST

JT JOINT

K KIP, KILO�POUND

KV KILOVOLTS

KVA KILOVOLTAMPERES

LAV LAVATORY

LL LIVE LOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LT LIGHT

LTWT LIGHT WEIGHT

LOCS LOCATIONS

LSL LAMINATED STRAND LUMBER

LVL LAMINATED VENEER LUMBER

MACH MACHINE

MAT'L MATERIAL

MAX MAXIMUM

MB MACHINE BOLT

MECH MECHANICAL

MEZZ MEZZANINE

MFR MANUFACTURER

MIW MALLEABLE IRON WASHER

MIN MINIMUM

MISC MISCELLANEOUS

MTL METAL

(N) NEW

NO NUMBER

NOM NOMINAL

NOV NOTICE OF VIOLATION

NSA NELSON STUD ANCHOR

NTS NOT TO SCALE

NIC NOT IN CONTRACT

OC ON CENTER

OD OUTSIDE DIAMETER

OF OUTSIDE FACE

OH OPPOSITE HAND

OPN'G OPENING

OPP OPPOSITE

ORIG ORIGINAL

OSB ORIENTED STAND LUMBER

o/ OVER

OWG OPEN WEB GIRDER

OWJ OPEN WEB JOIST

PEN PENETRATION

PERP PERPENDICULAR

PLC'S PLACES

� PLATE

PLY PLYWOOD

PMD PLY�METAL DRILLERS

POC POINT OF CONNECTION

PSI POUNDS PER SQUARE INCH

PRL PARALLEL

PSF POUNDS PER SQUARE FOOT

PSL PARALLEL STRAND LUMBER

P/T POST TENSIONING

PTDF PRESSURE TREATED DOUGLAS FIR

PFB PRE�FABRICATED

RA RETURN AIR

RAD, r RADIUS

RE: REGRADING

REF REFERENCE, REFER TO

REINF REINFORCING

REBAR REINFORCING STEEL BAR

RF ROOF

RS ROUGH SAWN

REQ'D REQUIRED

REV REVISED, REVISION

RHWS ROUND HEAD WOOD SCREWS

RM ROOM

SA SUPPLY AIR

SAD SEE ARCHITECTURAL DRAWING

SB SOLID BLOCKING

SCHED SCHEDULE

SDS SIMPSON "STRONG DRIVE SCREW"

SECT SECTION

SHT SHEET

SHTHG SHEATHING

SIM SIMILAR

SOG SLAB ON GRADE

SPEC SPECIFICATION

SQ SQUARE

SS SANITARY SEWER

STD STANDARD

STL STEEL

STIFF STIFFENER

STRUCT STRUCTURAL

STS SELF�TAPPING SCREW

SW SHEAR WALL

SWGR SWITCHGEAR

SYM SYMMETRICAL

T & B TOP & BOTTOM

T & G TONGUE & GROOVE

TFJH TOP FLANGE JOIST HANGER

TFMR TRANSFORMER

THK THICK

TN TOE NAIL

TOFTG TOP OF FOOTING

TO� TOP OF PLATE

TOPLY TOP OF PLYWOOD

TOS TOP OF SLAB

TOW TOP OF WALL

TOSTL TOP OF STEEL

TS TUBE STEEL, SEE "HSS"

TTB TELEPHONE TERMINAL BACKBOARD

TYP TYPICAL

UBC UNIFORM BUILDING CODE

UON UNLESS OTHERWISE NOTED

V VOLTS

VAC VOLTS ALTERNATING CURRENT

VERT VERTICAL

W WIRE

WC WATER CLOSET

WG WALL GRILL

WH WATER HEATER

WP WORK POINT

w/ WITH w/o WITHOUT

W, WF WIDE FLANGE STEEL SECTION

WWF WELDED WIRE FABRIC

& AND

@ AT

X BY

℄ CENTERLINE

Ø DIAMETER

= EQUALS

# POUNDS, NUMBER

� PLATE

GENERAL

G1.0 COVER SHEET

ARCHITECTURAL

A1.0 FLOOR PLAN

A2.0 EXTERIOR ELEVATIONS

A3.0 INTERIOR ELEVATIONS

A4.0 DETAILS

BEALE AIR FORCE BASE

MARYSVILLE GATE GUARDHOUSE

8"

4"

2'�11 3/4" 5 3/4"

2'�11 3/4" 5 3/4"

7'�0 1/4"

3 1/2" 2'

3 1/2"

7 3/4"

5 1/4"

3'�2 1/4" 6 3/8"

2'�11 3/4"

5 3/8"

2' 8"

28'�5"

27'�1"

8"

4"

2'�11 3/4"

5 3/4"

2'�11 3/4"

5 3/4"

2'�11 3/4"

5 3/4"

2'�11 3/4"

4 3/4" 8"

14'�1"15'�5"

8"

4"

2'�11 3/4"

5 3/4"

2'�11 3/4"

5 3/4"

2'�11 3/4"

5 3/4"

2'�11 3/4"

4 3/4" 8"

14'�1" 15'�5"

8"

4"

2'�11 3/4"

6 1/2"

3'�2 1/4" 6 1/2"

2'�11 3/4"

5 3/8"

2'�11 3/4"

5 3/8"

2'�11 3/4"

6 1/2" 3'�2 1/4" 6 1/2"

2'�11 3/4" 5"

2' 8"

27'�1"

28'�5"

13'�11 3/4"

7'�6 3/4"

8'�1 1/2"

2'�3 3/4" 3'�0 3/4"2'�9"

9'�3 1/4"

6'�5"

9'�7"

10'

3'�11 3/4"

Roseville Design Group 8421 Auburn Blvd, Suite 170 ● Citrus Heights, CA 95610

Phone: (916) 910(9345 ● Fax: (916) 910(9479

Email: rdg@rosevilledesigngroup.com

Comprehensive Services Planning ● Surveying ● Building Design

Civil Engineering ● Structural Engineering

EXP. 12/31/12

No. C52359

Facility Number

PROJECT TITLE

Project Number

Drawing Number

SHEET TITLE

SHEET OF

BY/DATEREVISION

Drafter

Designer

Date

Project Manager

OFFICE

COORDINATION

SIGNATURE

APPROVED

CONTRACTOR

Base Civil

Engineer

Chief of

Engineering

Chief of

Design

Contracting

User

Airfield

Manager

Ground

Safety

Communications

Computers

Bioenvironmental

Engineer

Security

Police

Security

Systems

Fire Chief

Chief of

Operations

Construction

Management

Roofing

Engineer

Civil

Engineer

Corrosion

Engineer

Protective Coatings

Engr

S :\P ro je ct s\

\1

5\ dw g\ ar ch

\S he et s\

A

F P

.d w g

O ct

0, :1

5a m

M S

S

MARYSVILLE

GATE

GUARDHOUSE

BAEY 8

B8

P. HERZER S. FRAZIER

M. SEUFERT OCTOBER 2012

OJEDA CONCRETE

A1.0

FLOOR PLAN

FLOOR PLAN

SCALE: 1/2" = 1'�0"

Phone: (916) 910(9345 ● Fax: (916) 910(9479

Email: rdg@rosevilledesigngroup.com

Comprehensive Services Planning ● Surveying ● Building Design

Civil Engineering ● Structural Engineering

EXP. 12/31/12

No. C52359

Facility Number

PROJECT TITLE

Project Number

Drawing Number

SHEET TITLE

SHEET OF

BY/DATEREVISION

Drafter

Designer

Date

Project Manager

OFFICE

COORDINATION

SIGNATURE

APPROVED

CONTRACTOR

Base Civil

Engineer

Chief of

Engineering

Chief of

Design

Contracting

User

Airfield

Manager

Ground

Safety

Communications

Computers

Bioenvironmental

Engineer

Security

Police

Security

Systems

Fire Chief

Chief of

Operations

Construction

Management

Roofing

Engineer

Civil

Engineer

Corrosion

Engineer

Protective Coatings

Engr

S :\P ro je ct s\

\1

5\ dw g\ ar ch

\S he et s\

A

E V

.d w g

O ct

0, :1

0a m

M S

S

MARYSVILLE

GATE

GUARDHOUSE

BAEY 8

B8

P. HERZER S. FRAZIER

M. SEUFERT OCTOBER 2012

OJEDA CONCRETE

A2.0

EXTERIOR

ELEVATIONS

EXTERIOR ELEVATIONS

SOUTH

SCALE: 1/4" = 1'�0"

EXTERIOR ELEVATIONS

WEST

SCALE: 1/4" = 1'�0"

EXTERIOR ELEVATIONS

NORTH

SCALE: 1/4" = 1'�0"

EXTERIOR ELEVATIONS

EAST

SCALE: 1/4" = 1'�0"

Phone: (916) 910(9345 ● Fax: (916) 910(9479

Email: rdg@rosevilledesigngroup.com

Comprehensive Services Planning ● Surveying ● Building Design

Civil Engineering ● Structural Engineering

EXP. 12/31/12

No. C52359

Facility Number

PROJECT TITLE

Project Number

Drawing Number

SHEET TITLE

SHEET OF

BY/DATEREVISION

Drafter

Designer

Date

Project Manager

OFFICE

COORDINATION

SIGNATURE

APPROVED

CONTRACTOR

Base Civil

Engineer

Chief of

Engineering

Chief of

Design

Contracting

User

Airfield

Manager

Ground

Safety

Communications

Computers

Bioenvironmental

Engineer

Security

Police

Security

Systems

Fire Chief

Chief of

Operations

Construction

Management

Roofing

Engineer

Civil

Engineer

Corrosion

Engineer

Protective Coatings

Engr

S :\P ro je ct s\

\1

5\ dw g\ ar ch

\S he et s\

A

E V

.d w g

O ct

0, :1

0a m

M S

S

MARYSVILLE

GATE

GUARDHOUSE

BAEY 8

B8

P. HERZER S. FRAZIER

M. SEUFERT OCTOBER 2012

OJEDA CONCRETE

A3.0

INTERIOR

ELEVATIONS

INTERIOR ELEVATIONS � SOUTH

SCALE: 1/4" = 1'�0"

INTERIOR ELEVATIONS � WEST

SCALE: 1/4" = 1'�0"

INTERIOR ELEVATIONS � NORTH

SCALE: 1/4" = 1'�0"

INTERIOR ELEVATIONS � EAST

SCALE: 1/4" = 1'�0"

NEW ONE LINE DIAGRAM

AS BUILT

DRAWING

SCALE:

FRONT ELEVATION

1" = 1'-0"

SCALE:

SIDE ELEVATION

1" = 1'-0"

.X X

.0

A N

G

LE

S

1/

2° .X

X X

.0

F

R A

C

TI

O N

A L

±1

/3

.X X

X X

.0

W

E

LD

IN

G

1 4"

A

LL

A R

O U

N D

1. ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE

NATIONAL ELECTRICAL CODE (NFPA 70).

2. THE CONSTRUCTION CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING EXISTING

CONDITIONS.

3. ALL CONDUCTORS SHALL BE COPPER. CONDUCTOR INSULATION SHALL BE TYPE THHN/THWN

RATED AT 75 DEG C MINIMUM AND 600V. ALL POWER CONDUCTORS SHALL BE HOUSED IN 1"

CONDUIT MINIMUM. INSTALL EQUIPMENT GROUNDING CONDUCTORS IN ALL FEEDERS AND

CIRCUITS. AC CONDUCTORS SHALL BE #14 AWG MINIMUM. DC CONDUCTORS SHALL BE #18 AWG

MINIMUM AND SIZED BASED ON OVER CURRENT PROTECTION DEVICE OR VOLTAGE DROP

REQUIREMENTS - THE GREATER OF THESE TWO SIZES SHALL BE USED. AC AND DC WIRING

SHALL BE INSTALLED IN SEPARATE RACEWAYS.

4. ALL RECEPTACLES, LIGHT SWITCHES AND OTHER ELECTRICAL DEVICES SHALL BE RECESSED

IN WALL. ALL WIRING DEVICES SHALL BE WHITE UNLESS OTHERWISE NOTED. DEVICES AND

CONDUITS MOUNTED ON CONCRETE SURFACE IN UTILITY ROOMS, I.E. MECH, ELEC, STORAGE,

CAN BE SURFACE MOUNTED.

5. CONCEAL RACEWAYS AND CABLES, UNLESS OTHERWISE INDICATED, WITHIN FINISHED WALLS

AND CEILINGS. CONDUIT FILL SHALL NOT EXCEED 40%. USE THE RACEWAYS AND CABLES FOR

INDOOR INSTALLATIONS:

1. EXPOSED INDOOR: EMT

2. OUTDOOR: RGS (ABOVE GRADE); PVC SCH 40 (UNDERGROUND)

3. EXPOSED OUTDOOR : LFMC

4. CONCEALED: EMT OR MC CABLES

5. CONNECTION TO VIBRATING EQUIPMENT: FMC EXCEPT IN WET OR DAMP LOCATIONS,

USE LFMC

6. BOXES AND ENCLOSURES: USE NEMA 250 TYPE 12 FOR INDOOR, AND NEMA 250 TYPE

4X FOR OUTDOOR

6. IDENTIFY PANEL SOURCE AND CIRCUIT NUMBERS ON EACH OUTLET BOX AND COVER PLATE

THAT ARE PART OF THIS WORK. USE HOT, STAMPED OR ENGRAVED MACHINE PRINTING WITH

BLACK-FILLED LETTERING ON FACE PLATE, AND DURABLE WIRE MARKERS OR TAGS INSIDE

OUTLET BOXES.

7. CONTRACTOR SHALL USE ONLY HEAVY DUTY COMMERCIAL GRADE MATERIALS.

8. PROVIDE A FULL SIZE NEUTRAL CONDUCTOR FOR EACH RECEPTACLE BRANCH CIRCUIT.

9. IN ACCORDANCE TO THE ARMY ACCESS CONTROL POINTS, STANDARD DEFINITIVE DESIGN,

THE FOLLOWING CRITICAL LOADS SHALL BE ON UPS:

- PRIMARY COMMUNICATIONS SYSTEM

- DURESS ALARM SYSTEM

- COMPUTERS

- CCTV

- INTRUSION DETECTION SYSTEMS (IDS)

- ACCESS CONTROL EQUIPMENT:…