01 50 00.pdf

PDF 51 KB Posted

Attached to
Rockaway Contract 2, Queens County, New York
Solicitation number
W912DS21B0008
Issued by

About this file

This document is a specification section outlining requirements for temporary construction facilities and controls for the Rockaway Reinforced Dune and Crossover project in Queens County, New York. The specification requires the contractor to provide various temporary facilities and safety measures during construction, including a quality control field office, administrative offices, fencing around the work site and material storage areas, haul roads, traffic controls, sanitation facilities, signage, and backflow preventers. It also describes coordination requirements if other contracts are working in the area, weather monitoring, and restoration of disturbed areas upon completion of the project. The contract is being awarded by the Department of the Army Corps of Engineers Engineering District New York under solicitation number W912DS21B0008.

View the file

Other files

File Type Posted
Bid Abstract.pdf PDF
W912DS21B0008Amend0009.pdf PDF
W912DS21B0008Amend0008.pdf PDF
Pages 22 to 42 Rockaway C2_Amendmen 7_Plans.pdf PDF
Pages from Pages 1 to 10 Rockaway C2_Amendmen 7_Plans.pdf PDF
2020_02_26_WQC_Package_0-9999-00228_00001.pdf PDF
B 32 to 117 Boring.pdf PDF
B24-B35 Geotech Memo.pdf PDF
2021_10_13_WQC_Package.pdf PDF
06 13 33.pdf PDF
Pages from Pages 11 to 21 Rockaway C2_Amendmen 7_Plans-2.pdf PDF
Rockaway Structural Drawings 2021-10-13_AMEND 007.pdf PDF
05 52 00.pdf PDF
2021_10_14_Authorization_to Proceed_CONTRACT 2.pdf PDF
W912DS21B0008 Amendment 0007.pdf PDF
01 57 19.pdf PDF
W912DS21B0008 Amendment 0006.pdf PDF
31 62 19.pdf PDF
01 22 00.00 10.pdf PDF
Rockaway C2_Amendmen 5_Plans.pdf PDF
06 13 35.00 18.pdf PDF
Rockaway Structural Drawings - 2021-10-06 - AMEND 5.pdf PDF
W912DS21B0008 Amendment 0005.pdf PDF
32 94 00.pdf PDF
GSD Curves A1 to A17.pdf PDF
GSD Curves A18 to A25.pdf PDF
Weight Percent Passing A.pdf PDF
06 13 34.00 18.pdf PDF
GSD Curves B.pdf PDF
W912DS21B0008 Amendment 00004.pdf PDF
Summary Statistics.pdf PDF
EastBorrowArea_90sort_Median xyz.txt TXT text file
5042_EAST-ROCKAWAY-CSRM-2021_MAPPED_NAVD88_ELEV XYZ.txt TXT text file
WestBorrowArea_90sort_Median xyz.txt TXT text file
WestBorrowArea_5x5_Median xyz.txt TXT text file
20200427_rkwyct1_conformed.pdf PDF
W912DS21B0008 Amendment 00003.pdf PDF
EastBorrowArea_5x5_Median xyz.txt TXT text file
W912DS21B0008 Amendment 00002.pdf PDF
Rockaway Sheet Pile Reference Line.pdf PDF
W912DS21B0008 Amendment 00001.pdf PDF
R4 Phase 2 Boardwalk Access Beach 97 to 105.pdf PDF
R5-Phase 3 Boardwalk Access Beach 105 to 126.pdf PDF
R1-3 Survey 2021 Rockaway Inlet sheets 1 to 76.pdf PDF
Rockaway C2 100 pc part 3 of 3.pdf PDF
R2- Rockaway Make Safe -Baffle Wall.pdf PDF
R1-1 Survey 2021 Rockaway Inlet sheets 1 to 76.pdf PDF
Rockaway C2 100 pc part 2-1 of 3.pdf PDF
Rockaway C2 100 pc part 1-1 of 3.pdf PDF
Rockaway C2 100 pc part 2-2 of 3.pdf PDF
Show 40 more

Latest 50 of 58 listed here. See the rest on GovTribe.

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

ROCKAWAY REINFORCED DUNE AND CROSSOVER

Amendment 004

SECTION 01 50 00

TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

05/18

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

AMERICAN WATER WORKS ASSOCIATION (AWWA)

AWWA C511 (2017) Reduced-Pressure Principle Backflow Prevention Assembly

FOUNDATION FOR CROSS-CONNECTION CONTROL AND HYDRAULIC RESEARCH

(FCCCHR)

FCCCHR List (continuously updated) List of Approved Backflow Prevention Assemblies

FCCCHR Manual (10th Edition) Manual of Cross-Connection Control

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 241 (2013; Errata 2015) Standard for Safeguarding Construction, Alteration, and Demolition Operations

NFPA 70 (2017; ERTA 1-2 2017; TIA 17-1; TIA 17-2;

TIA 17-3; TIA 17-4; TIA 17-5; TIA 17-6;

TIA 17-7; TIA 17-8; TIA 17-9; TIA 17-10;

TIA 17-11; TIA 17-12; TIA 17-13; TIA

17-14) National Electrical Code

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

U.S. FEDERAL AVIATION ADMINISTRATION (FAA)

FAA AC 70/7460-1 (2015; Rev L) Obstruction Marking and Lighting

U.S. FEDERAL HIGHWAY ADMINISTRATION (FHWA)

MUTCD (2015) Manual on Uniform Traffic Control Devices

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

SECTION 01 50 00 Page 1 submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submittals with an "S" are for inclusion in the Sustainability eNotebook, in conformance to Section 01 33 29 SUSTAINABILITY REPORTING. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Construction Site Plan; G, RO

Traffic Control Plan; G, RO

Haul Road Plan; G, ROSD-06 Test Reports

Backflow Preventer Tests

SD-07 Certificates

Backflow Tester Certification

Backflow Preventers Certificate of Full Approval

1.3 NAVIGATION AIDS

Notify the Federal Aids to Navigation Officer 15 days prior to the commencement of work.

Do not relocate or move aids to navigation that have been established by the U.S. Coast Guard. If it becomes necessary to have any aid to navigation moved in order to complete dredging operations under this contract, notify the First Coast Guard District, with a copy to the Contracting Officer, not less than 15 days prior to the need for movement.

Notify the Coast Guard office of the approximate time of completion of dredging: Federal Aids to Navigation Officer at 718-354-4117.

1.4 LAYOUT OF WORK

a. The Government will establish the following base lines and bench marks at the site of the work: (Monuments and bench marks as shown on the drawings.)

b. From the base lines and bench marks established by the Government, complete the layout of the work and provide measurements for the execution of the work to the location and limit marks indicated, subject to such modifications as the Contracting Officer may require to meet changed conditions or as a result of necessary modifications to the contract work.

c. Provide stakes, templates, platforms, equipment, tools and material, and labor as required for laying out the work from the base lines and bench marks established by the Government. Maintain and preserve all stakes and other marks established by the Contracting Officer until authorized to remove them, and if such marks are destroyed by the Contractor or through his negligence prior to their authorized removal, they may be replaced by the Contracting Officer, at his discretion, and the expense of replacement will be deducted from any amounts due or to become due the Contractor. The Contracting Officer may require that work be suspended at any time when location and limit marks established

SECTION 01 50 00 Page 2 by the Contractor are not reasonably adequate to permit checking of the work.

1.5 CONSTRUCTION SITE PLAN

Prior to the start of work, submit a site plan to Contracting Officer and New York Department of Environmental Conservation (NYDEC) showing the locations and dimensions of temporary facilities (including layouts and details, equipment and material storage area (onsite and offsite), and access and haul routes, avenues of ingress/egress to the fenced area and details of the fence installation. Identify any areas which may have to be graveled to prevent the tracking of mud. Indicate if the use of a supplemental or other staging area is desired. Show locations of safety and construction fences, site trailers, construction entrances, trash dumpsters, temporary sanitary facilities, and worker parking areas.

1.6 BACKFLOW PREVENTERS CERTIFICATE

Certificate of Full Approval from FCCCHR List, University of Southern California, attesting that the design, size and make of each backflow preventer has satisfactorily passed the complete sequence of performance testing and evaluation for the respective level of approval. Certificate of Provisional Approval will not be acceptable.

1.6.1 Backflow Tester Certificate

Prior to testing, submit to the Contracting Officer certification issued by the State or local regulatory agency attesting that the backflow tester has successfully completed a certification course sponsored by the regulatory agency. Tester must not be affiliated with any company participating in any other phase of this Contract.

1.6.2 Backflow Prevention Training Certificate

Submit a certificate recognized by the State or local authority that states the Contractor has completed at least 10 hours of training in backflow preventer installations. The certificate must be current.

1.7 CONNECTION WITH WORK OF OTHER CONTRACTS

During the period of this contract, other contracts may be in force for the construction of other features of work on or adjacent to the site of work being accomplished under this contract. The Contractor must arrange his plant and must schedule and perform the work as to effectively cooperate with all other contractors and Government agencies. It is the Contractor's responsibility to know the extent of the limits of his contract. No direct or extra compensation will be allowed on account of the cooperation required.

A. At all points of connection with work of other contracts, the Contractor must have weekly coordination meetings until all connections have been completed with the adjoining contractor(s) to insure proper and timely connections.

B. Where the work under this contract is completed before that of the adjoining contractor, the Contractor must terminate his work in an approved manner ready for future connection by the adjoining contractor.

Pipes and conduits must be closed with suitable caps or plugs that will

SECTION 01 50 00 Page 3 prevent entry of dirt or debris, but that are readily removable when final connections are made. For underground lines that are back-filled, approved type markers that extend above the ground surface must be provided to facilitate future location of the lines by the adjoining contract.

C. Where the work of the adjoining contractor is already in place, the Contractor must perform all work required to effect the necessary connection, including locations of underground lines, removing of caps, providing necessary adapters or joining pieces, and all related incidental work for necessary for a proper, secure connection.

1.8 DOD CONDITION OF READINESS (COR)

DOD will set the Condition of Readiness (COR) based on the weather forecast for sustained winds 50 knots (60mph or 95 km/hr) or greater. Contact the Contracting Officer for the current COR setting.

Monitor weather conditions a minimum of twice a day and take appropriate actions according to the aproved Emergency Plan in the accepted Accident Prevention Plan, EM-385-1-1 Section 01 Emergency Planning and the instructions below.

Unless otherwise directed by the Contracting Officer, comply with:

a. Condition FOUR (Sustained winds of 50 knots or greater expected within 72 hours): Normal daily jobsite cleanup and good housekeeping practices. Collect and store in piles or containers scrap lumber, waste material, and rubbish for removal and disposal at the close of each work day. Maintain the construction site including storage areas, free of accumulation of debris. Stack form lumber in neat piles less than 4 feet high. Remove all debris, trash, or objects that could become missile hazards.

b. Condition THREE (Sustained winds of 50 knots or greater expected within 48 hours): Maintain "Condition FOUR" requirements and commence securing operations necessary for "Condition ONE" which cannot be completed within 18 hours. Cease all routine activities which might interfere with securing operations. Commence securing and stow all gear and portable equipment. Make preparations for securing buildings. Review requirements pertaining to "Condition TWO" and continue action as necessary to attain "Condition THREE" readiness.

c. Condition TWO (Sustained winds of 50 knots or greater expected within 24 hours): Curtail or cease routine activities until securing operation is complete. Reinforce or remove form work and scaffolding.

Secure machinery, tools, equipment, materials, or remove from the jobsite. Expend every effort to clear all missile hazards and loose equipment from general base areas.

d. Condition ONE. (Sustained winds of 50 knots or greater expected within 12 hours): Secure the jobsite, and leave Government premises.

SECTION 01 50 00 Page 4

PART 2 PRODUCTS

2.1 TEMPORARY SIGNAGE

2.1.1 Bulletin Board

Within three calendar days of mobilization on site and prior to the commencement of work activities, provide a clear weatherproof covered bulletin board not less than 36 by 48 inches in size for displaying the Equal Employment Opportunity poster, a copy of the wage decision contained in the contract, Wage Rate Information poster, Safety and Health Information as required by EM 385-1-1 Section 01 and other information approved by the Contracting Officer. Coordinate requirements herein with

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS.

2.1.2 Project Identification Signs

The requirements for the signs, their content, and location are as specified in Section 01 58 00.00 18 PROJECT IDENTIFICATION AND STEWARDSHIP EDUCATION INTERPRETIVE SIGN (ESA-SEIS). Erect signs within 15 days after receipt of the notice to proceed. Correct the data required by the safety sign daily, with light colored metallic or non-metallic numerals.

2.1.3 Warning Signs

Post temporary signs, tags, and labels to give workers and the public adequate warning and caution of construction hazards according to the EM 385-1-1 Section 04. Attach signs to the perimeter fencing every 150 feet warning the public of the presence of contruction hazards. Signs must require unauthorized persons to keep out of the construction site. Correct the data required by safety signs daily.

2.2 TEMPORARY TRAFFIC CONTROL

2.2.1 Haul Roads

Construct access and haul roads necessary for proper prosecution of the work under this contract in accordance with EM 385-1-1 Section 04.

Construct with suitable grades and widths; sharp curves, blind corners, and dangerous cross traffic are be avoided. Submit haul road plan for approval. Provide necessary lighting, signs, barricades, and distinctive markings for the safe movement of traffic. The method of dust control must be adequate to ensure safe operation at all times. Location, grade, width, and alignment of construction and hauling roads are subject to approval by the Contracting Officer. Lighting must be adequate to assure full and clear visibility for full width of haul road and work areas during any night work operations.

2.2.2 Barricades

Erect and maintain temporary barricades to limit public access to hazardous areas. Whenever safe public access to paved areas such as roads, parking areas or sidewalks is prevented by construction activities or as otherwise necessary to ensure the safety of both pedestrian and vehicular traffic barricades will be required. Securely place barricades clearly visible with adequate illumination to provide sufficient visual warning of the hazard during both day and night.

SECTION 01 50 00 Page 5

2.3 FENCING

Provide fencing along the construction site and at all open excavations and tunnels to control access by unauthorized personnel. Safety fencing must be highly visible to be seen by pedestrians and vehicular traffic.

Specific fencing requirements are as described herein. All fencing will meet the requirements of EM 385-1-1.

2.3.1 Polyethylene Mesh Safety Fencing

Temporary safety fencing must be a high visibility orange colored, high density polyethylene grid, a minimum of 48 inches high and maximum mesh size of 2 inches. Fencing must extend from the grade to a minimum of 48 inches above the grade and be tightly secured to T-posts spaced as necessary t maintain a rigid and taut fence. Fencing must remain rigid and taut with a minimum of 200 pounds of force exerted on it from any direction with less than 4 inches of deflection.

2.3.2 Chain Link Panel Fencing

Temporary panel fencing must be galvanized steel chain link panels 6 feet high. Multiple fencing panels may be linked together at the bases toform long spens as needed. Each panel base must be weighted down using sand bags or other suitable materials in order ofr the fencing to withstand anticipated winds while remaining upright. Fencing must remain rigid and taut with a minimum of 200 pounds of force exerted on it from any direction with less than 4 inches of deflection.

2.3.3 Post-Driven Chain Link Fencing

Temporary post-driven fencing must be galvanized chain link fencing 6 feet high supported by an tightly secured to galvanized steel posts driven below grade. Fence posts must be located on minimum 10 foot centers. Posts may be set in various sufaces such as sand, soil, ashpalt or concrete as necessary. Chain link fencing must remain rigid and taut with a minimum of 200 pounds of force exerted on it from any direction with less than 4 inches of deflection. Fencing and posts must be completely removed at the completion of construction and any surfaces disturbed or damaged must be restored to its original condition. Underground utilities must be located and identified prior to setting fence posts. Fence must be equipped with a lockable gate. Gate must remain locked when construction personnel are not present.

2.4 TEMPORARY WIRING

Provide temporary wiring in accordance with EM 385-1-1 Section 11, NFPA 241 and NFPA 70. Include monthly inspection and testing of all equipment and apparatus.

2.5 BACKFLOW PREVENTERS

Reduced pressure principle type conforming to the applicable requirements AWWA C511. Provide backflow preventers complete with 150 pound flanged cast iron, brass mounted gate valve and strainer, 304 stainless steel or bronze, internal parts. After installation conduct Backflow Preventer Tests and provide test reports verifying that the installation meets the FCCCHR Manual Standards.

SECTION 01 50 00 Page 6

PART 3 EXECUTION

3.1 EMPLOYEE PARKING

Construction contract employees will park privately owned vehicles in an area approved by the Contracting Officer. This area will be within reasonable walking distance of the construction site.

Provide parking areas with adequate outdoor lighting in accordance with

EM 385-1-1, TABLE 7-1.

3.2 TEMPORARY BULLETIN BOARD

Locate the bulletin board at the project site in a conspicuous place easily accessible to all employees, as approved by the Contracting Officer.

3.3 AVAILABILITY AND USE OF UTILITY SERVICES

3.3.1 Temporary Utilities

Provide temporary utilities required for construction. Materials may be new or used, must be adequate for the required usage, not create unsafe conditions, and not violate applicable codes and standards. Remove temporary utilities upon project's completion.

3.3.2 Utility Services

No utility services will be provided by the Government. The Contractor shall provide for his requirements in accordance with regulatory requirements at his expense.

3.3.3 Sanitation

a. Provide and maintain within the construction area minimum field-type sanitary facilities approved by the Contracting Officer and periodically empty wastes into a municipal, district, or station sanitary sewage system, or remove waste to a commercial facility.

Obtain approval from the system owner prior to discharge into any municipal, district, or commercial sanitary sewer system. Any penalties or fines associated with improper discharge will be the responsibility of the Contractor. Coordinate with the Contracting Officer and follow station regulations and procedures when discharging into the station sanitary sewer system. Maintain these conveniences at all times. Include provisions for pest control and elimination of odors. Government toilet facilities will not be available to Contractor's personnel.

3.3.4 Telephone

Make arrangements and pay all costs for telephone facilities desired.

3.3.5 Obstruction Lighting of Cranes

Provide a minimum of 2 aviation red or high intensity white obstruction lights on temporary structures (including cranes) over 100 feet above ground level. Light construction and installation must comply with FAA AC 70/7460-1. Lights must be operational during periods of reduced

SECTION 01 50 00 Page 7 visibility, darkness, and as directed by the Contracting Officer.

3.3.6 Fire Protection

Provide temporary fire protection equipment for the protection of personnel and property during construction in accordance with Section 9 of EM 385-1-1.

Remove debris and flammable materials daily to minimize potential hazards.

3.4 TRAFFIC PROVISIONS

3.4.1 Maintenance of Traffic

a. Conduct operations in a manner that will not close any thoroughfare or interfere in any way with traffic on railways or highways except with written permission of the Contracting Officer at least 15 calendar days prior to the proposed modification date, and provide a Traffic Control Plan detailing the proposed controls to traffic movement for approval.

The plan must be in accordance with State and local regulations and the MUTCD, Part VI. Make all notifications and obtain any permits required for modification to traffic movements.. Contractor may move oversized and slow-moving vehicles to the worksite provided requirements of the highway authority have been met.

b. Conduct work so as to minimize obstruction of traffic, and maintain traffic on at least half of the roadway width at all times. Obtain approval from the Contracting Officer prior to starting any activity that will obstruct traffic.

c. Provide, erect, and maintain, at contractors expense, lights, barriers, signals, passageways, detours, and other items, that may be required by the Life Safety Signage, overhead protection authority having jurisdiction.

3.4.2 Protection of Traffic

Maintain and protect traffic on all affected roads during the construction period except as otherwise specifically directed by the Contracting Officer. Measures for the protection and diversion of traffic, including the provision of watchmen and flagmen, erection of barricades, placing of lights around and in front of equipment the work, and the erection and maintenance of adequate warning, danger, and direction signs, will be as required by the State and local authorities having jurisdiction. Protect the traveling public from damage to person and property. Minimize the interference with public traffic on roads selected for hauling material to and from the site. Investigate the adequacy of existing roads and their allowable load limit. Contractor is responsible for the repair of any damage to roads caused by construction operations.

3.4.3 Rush Hour Restrictions

Do not interfere with the peak traffic flows preceding and during periods prescribed without notification to and approval by the Contracting Officer.

3.4.4 Dust Control

Dust control methods and procedures must be approved by the Contracting Officer. Coordinate dust control methods with 01 57 19 TEMPORARY

ENVIRONMENTAL CONTROLS.

SECTION 01 50 00 Page 8

3.5 SIGNAL LIGHTS

Display signal lights and conduct operations in accordance with the General Regulations of the Department of the Army and of the Coast Guard governing lights and day signals to be displayed by towing vessels with tows on which no signals can be displayed, vessels working on wrecks, dredges, and vessels engaged in laying cables or pipe or in submarine or bank protection operations, lights to be displayed on dredge pipe lines, and day signals to be displayed by vessels of more than 65 feet in length moored or anchored in a fairway or channel, and the passing by other vessels of floating plant working in navigable channels, as set forth in Commandant U.S. Coast Guard Instruction M16672.2, Navigation Rules: International-Inland (COMDTINST M16672.2), or 33 CFR 81 Appendix A (International) and 33 CFR 84 through 33 CFR 89 (Inland) as applicable.

3.6 CONTRACTOR'S TEMPORARY FACILITIES

3.6.1 Quality Control Manager Records and Field Office

Provide on the jobsite an office with approximately 100 square feet of useful floor area for the exclusive use of the QC Manager. Provide a weathertight structure with adequate heating and cooling, toilet facilities, lighting, ventilation, a 4 by 8 foot plan table, a standard size office desk and chair, computer station, and working communications facilities. Provide either a 1,500 watt radiant heater and a window-mounted air conditioner rated at 9,000 Btus minimum or a window-mounted heat pump of the same minimum heating and cooling ratings.

Provide a door with a cylinder lock and windows with locking hardware.

Make utility connections. Locate as directed. File quality control records in the office and make available at all times to the Government.

After completion of the work, remove the entire structure from the site.

3.6.2 Safety Systems

Protect the integrity of any installed safety systems or personnel safety devices. Obtain prior approval from Contracting Officer if entrance into systems serving safety devices is required. If it is temporarily necessary to remove or disable personnel safety devices in order to accomplish contract requirements, provide alternative means of protection prior to removing or disabling any permanently installed safety devices or equipment and obtain approval from the Contracting Officer.

3.6.3 Administrative Field Offices

Provide and maintain administrative field office facilities within the construction area at the designated site. Government office and warehouse facilities will not be available to the Contractor's personnel.

3.6.4 Storage Area

Construct a temporary 6 foot high chain link fence around trailers and materials. Include plastic strip inserts, colored brown, so that visibility through the fence is obstructed. Fence posts may be driven, in lieu of concrete bases, where soil conditions permit. Do not place or store trailers, materials, or equipment outside the fenced area unless such trailers, materials, or equipment are assigned a separate and distinct storage area by the Contracting Officer away from the vicinity of the construction site but within the installation boundaries. Trailers, equipment, or materials must not be open to public view with the exception

SECTION 01 50 00 Page 9 of those items which are in support of ongoing work on any given day. Do not stockpile materials outside the fence in preparation for the next day's work. Park mobile equipment, such as tractors, wheeled lifting equipment, cranes, trucks, and like equipment within the fenced area at the end of each work day.

3.6.5 Supplemental Storage Area

Upon request, and pending availability, the Contracting Officer will designate another or supplemental area for the use and storage of trailers, equipment, and materials. This area may not be in close proximity of the construction site but will be within the installation boundaries. The area will be maintained in an clean and orderly fashion and secured if needed to protect supplies and equipment. Utilities will not be provided to this area by the Government.

3.6.6 Appearance of Trailers

a. Trailers which are rusted, have peeling paint or are otherwise in need of repair will not be allowed on Installation property. Trailers must present a clean and neat exterior appearance and be in a state of good repair.

b. and maintain the temporary facilities. Failure to do so will be sufficient reason to require their removal.

3.6.7 Maintenance of Storage Area

a. Keep fencing in a state of good repair and proper alignment. Grassed or unpaved areas, which are not established roadways, and will be traversed with construction equipment or other vehicles, will be covered with a layer of gravel as necessary to prevent rutting and the tracking of mud onto paved or established roadways, should the Contractor elect to traverse them with construction equipment or other vehicles. Mow and maintain grass located within the boundaries of the construction site for the duration of the project. Grass and vegetation along fences, buildings, under trailers, and in areas not accessible to mowers will be edged or trimmed neatly.

3.6.8 New Building

In the event a new building is constructed for the temporary project field office, it will be a minimum 12 feet in width, 16 feet in length and have a minimum of 7 feet headroom. Equip the building with approved electrical wiring, at least one double convenience outlet and the required switches and fuses to provide 110-120 volt power. Provide a work table with stool, desk with chair, two additional chairs, and one legal size file cabinet that can be locked. The building must be waterproof, supplied with a heater, have a minimum of two doors, electric lights, a telephone, a battery operated smoke detector alarm, a sufficient number of adjustable windows for adequate light and ventilation, and a supply of approved drinking water. Approved sanitary facilities must be furnished. Screen the windows and doors and provide the doors with dead bolt type locking devices or a padlock and heavy duty hasp bolted to the door. Door hinge pins will be non-removable. Arrange the windows to open and to be securely fastened from the inside. Protect glass panels in windows by bars or heavy mesh screens to prevent easy access. In warm weather, furnish air

SECTION 01 50 00 Page 10 conditioning capable of maintaining the office at 50 percent relative humidity and a room temperature 20 degrees F below the outside temperature when the outside temperature is 95 degrees F. Any new building erected for a temporary field office must be maintained during the life of the contract. Unless otherwise directed by the Contracting Officer, remove the building from the site upon completion and acceptance of the work.

3.6.9 Security Provisions

Provide adequate outside security lighting at the temporary facilities.

The Contractor will be responsible for the security of its own equipment.

3.6.10 Weather Station

Erect a weather station at the field office to electronically record wind speed, direction and rainfall quantities on a daily basis at the Government trailer. This data must be the basis for any weather delays for this contract. In addition to the weather station, the Contractor must provide an automatic tide gage recorder immediately adjacent to the borrow area currently in use. The original daily record from the recorder must be provided with the Contractor's daily quality control report.

3.6.11 Weather Protection of Temporary Facilities and Stored Materials

Take necessary precautions to ensure that roof openings and other critical openings in the building are monitored carefully. Take immediate actions required to seal off such openings when rain or other detrimental weather is imminent, and at the end of each workday. Ensure that the openings are completely sealed off to protect materials and equipment in the building from damage.

3.6.11.1 Building and Site Storm Protection

When a warning of gale force winds is issued, take precautions to minimize danger to persons, and protect the work and nearby Government property.

Precautions must include, but are not limited to, closing openings;

removing loose materials, tools and equipment from exposed locations; and removing or securing scaffolding and other temporary work. Close openings in the work when storms of lesser intensity pose a threat to the work or any nearby Government property.

3.7 GOVERNMENT FIELD OFFICE

3.7.1 Resident Engineer's Office

a. The Contractor shall furnish, prior to the start of work, a lockable field office and equipment for the use of the Contracting Officer.

b. A lease commercial office space is acceptable as the field office.

c. The office shall be located in close proximity to the project site as directed by the Contracting Officer.

d. Two hard copy sets each of the plans (full size ANSI D and half size) and specifictions.

de. The following shall be submitted for approval:

Equipment and Services:

SECTION 01 50 00 Page 11

No separate payment shall be made for providing the items below and all costs in connection therewith will be considered the obligation of the Contractor.

1. Office space shall be a minimum of 2,000 SF, with lockable interior doors. The space (if rented in a building) shall be in good condition. The office shall contain at least two operable windows with screens.

2. Two (2) enclosed bathrooms with hot and cold water.

3. One (2) enclosed office of minimum dimensions of 12 feet x 12 feet.

4. Partitioned open flat area to accommodate three (3) office cubicles and meeting area having a minimum of 1,400 SF.

5. Four (4) office desks with lockable drawers (60 inches x 30 inches) laminated top and high-back cloth swivel chairs.

6. Four (4) fire-proof, 4-drawer, legal-size lockable filing cabinets.

7. Two (2) shelf sets, four-shelves high x 12 inches deep x 3 feet long (attachable to wall).

8. One (1) 21" Color TV with basic cable service with the Weather Channel included.

9. Wall TV swivel mount with outlet surge protector.

10. Three (3) office conference tables, 2-1/2 feet by 8 feet with laminated top oval configuration.

11. Eight (8) straight high back office chairs with wheels.

12. One (1) bulletin board, 3 feet x 5 feet.

13. Four (4) wastebaskets with supply of bags.

14. One (1) vertical filing plan rack for twelve sets of E-size plans.

15. One (1) drafting table for E-size drawings and chair.

16. Three (3) office tables, 3 feet x 8 feet with laminated top.

17. Two (2) coat racks.

18. One (1) paper towel dispenser with towels.

19. One (1) paper cup dispenser with cups.

20. One (1) water cooler/heater with water.

21. Toilet facilities as specified.

22. One (1) steel locking storage cabinet.

23. All structures installed under this paragraph FIELD OFFICE shall be provided with, as a minimum, the following services:

SECTION 01 50 00 Page 12

a. Lighting: electric light, non-glare types luminaries to provide a minimum illumination level of 50-foot candles at desk height level.

b. Heating and Cooling: adequate equipment to maintain an ambient air temperature of 70 degrees F +/- 3 degrees.

c. Window Blinds.

d. Potable bottled water- Provide sufficient supply of bottled 16.9oz water for field office.

e. Fire Extinguisher - Provide two : non-toxic, dry chemical, fire extinguishers meeting Underwriters Laboratories, Inc. approval for Class A, Class B and Class C fires with a minimum rating of 10A;

20B, 10C.

f. For each bathroom: power-ventilated, heated and complying with applicable sanitary codes including hot and cold running water and flush-type toilet.

g. 24-hour electronic security alarm system with direct feed to local police.

h. DSL or Cable Modem Service: Business DSL or cable modem service with all required equipment (modems, filters, Ethernet NIC cards, etc.) shall be provided for the entire duration of the contract.

DSL service shall be 940 Mbps downstream/ upstream. Service shall utilize a Static IP address for the connection. Contractor shall pay all costs associated with this service including ISP fees.

DSL or Cable Modem service shall be a 'dedicated' service, and this line shall not be shared with other Users (i.e., Contractors Field Office Trailer and USACE Field Office Trailer shall not utilize the same DSL or Cable Modem line via an Ethernet Switch/Hub). The Contractor shall provide and install all required equipment (i.e., Switch, Hub, Ethernet NIC Cards, modems, etc.)

for use with Government-furnished field office computers.

i. If contractor utilizes VHF or similar radio communication, provide base station and two (2) portable units on the Contractor's frequency, all with desk chargers.

j. The contractor shall be responsible for the monthly utility and telephone payment and installation cost of the above service and equipment.

k. The Contractor shall provide conference phone similar to Polycom VoiceStation 100 at his own expense.

l. The Contractor shall provide Bluetooth compatible speakers for use during all meetings and conference calls

m. Janitorial services on a daily basis including, but not limited to, sweeping, emptying baskets, weekly mopping, dusting all surfaces, servicing of toilets and washing and waxing floors, cleaning all windows (inside and out) and re-supply of paper goods and soap.

o. Snow and ice removal in the vicinity of the field office may be

SECTION 01 50 00 Page 13 required during and after storm events.

24. Sufficient supply of electrical outlets meeting NEC code for residential construction.

25. First Aid Kit: Provide two (2) kits. As a minimum, each kit shall include antiseptic kit, eyewash solution, bandages, insect sting medication, aspirin and acetaminophen, and cold pack, and at the minimum shall conform to ANSI Z308.1

26. The field office shall be removed from the project site when and as directed by the Contracting Officer. Secure the trailer complex by an 8- foot high chain link fence topped by 3 rows of barb wire. The secured area shall be able to accommodate at least 15 vehicles. Provide a lockable gate with the fence and security lighting in the trailer complex.

27. Provide one (1) Combination Smoke/Carbon Monoxide Alarm with battery back-up.

28. Provide 2 vehicles with 4-wheel drive, less than 3 years old (minimum 6 passengers) with gas cards sufficient to cover the duration of the project for Government’s official use.for Government's use. Maintenance of the vehicles including all fuel, insurance, registration, and fuel and maintenance of the vehicle including State Inspections shall be the contractor’s responsibility.

29. Printer: Provide two (2) Hewlett Packard LaserJet Officejet Pro X476dw Multifunction Printers or equivalent Laserjet Printers with 10,000 sheets of 8-1/2 11 laser-type print paper. Must have at minimum 2 Hi-Speed USB 2.0 Host; 1 Hi-Speed USB 2.0 Device; 1Ethernet 10/100 Base-TX network; 1 RJ-11 modem port; 802.11 b/g/n Station;

802.11 b/g Access Point. Replacement ink Cartridges shall be supplied as needed.

30. Digital Camera: Digital Camera: two (2) "OLYMPUS TG-2 iHS Black 12 MP 4X Optical Zoom Waterproof Shockproof Wide Angle Digital Camera HDTV Output, 028 to 105 zoom compact with propriety software established to be legal court documents with case, spare battery and memory card, computer interface and program and desk charger. It is necessary to have one (1) camera per field office.

31. Copier: One heavy duty, digital dry process photocopying machine, with auto document feeder, sorter, collator, enlarging/reduction ability, 8.5 x 11, 8.5 x 14 and 11 x 17 paper trays and adequate supply of copy paper and printing supplies. The supply of copy paper shall be replenished by the Contractor regularly as required by the Contracting Officer.

32. Telephone: Two telephones: one for phone service and one for fax service. Telephone shall be capable of conference calling and have two lines with twenty number memories. Phone service shall be applied in the Contractor's name and itemized bills paid by the Contractor.

Telephone service shall be provided by "landline" to the office space.

Installation and phone company fees shall be paid by the Contractor.

The Contractor shall arrange for the telephone service and instrument as follows:

a. 2 lines with 4 instruments, 5 jacks, for voice communication and

SECTION 01 50 00 Page 14 intercom.

b. 1 line dedicated for use by fax machines.

c. 1 line dedicated for use by 2 computer modems.

d. 1 TCIP modem line for the network computer.

33. Telephone Answering Machine: One 2-line digital telephone answering machine with remote answering and access capability and voice time/day stamp.

34. Rechargeable Flashlight Systems: Four (4) heavy-duty Rechargeable flashlights, charging cradle, rechargeable NiMH battery (or equivalent), 12 volt adapter, and 120 volt A/C converter with a minimum output of 240 Lumens.

3.7.2 Trailer-Type Mobile Office

The option is available to, furnish and maintain a trailer-type mobile office acceptable to the Contracting Officer to meet the requirements of the minimum facilities specified above. Securely anchor the trailer to the ground at all four corners to guard against movement during high winds.

Coordinate requirements for proper anchoring with EM 383-1-1 Section 04.

3.8 PLANT COMMUNICATIONS

Whenever the individual elements of the plant are located so that operation by normal voice between these elements is not satisfactory, install a satisfactory means of communication, such as telephone or other suitable devices and make available for use by Government personnel.

3.9 TEMPORARY PROJECT SAFETY FENCING

As soon as practicable, but not later than 15 days after the date established for commencement of work, furnish and erect temporary project safety fencing at the work site. Maintain the safety fencing during the life of the contract and, upon completion and acceptance of the work, removefrom the work site.

3.10 CLEANUP

Remove construction debris, waste materials, packaging material and the like from the work site daily. Any dirt or mud which is tracked onto paved or surfaced roadways must be cleaned away. Store any salvageable materials resulting from demolition activities within the fenced area described above or at the supplemental storage area. Neatly stack stored materials not in trailers, whether new or salvaged.

3.11 RESTORATION OF STORAGE AREA

Upon completion of the project remove the bulletin board, signs, barricades, haul roads, and any other temporary products from the site.

After removal of trailers, materials, and equipment from within the fenced area, remove the fence. Restore areas used during the performance of the contract to the original or better condition. Remove gravel used to traverse grassed areas and restore the area to its original condition, including top soil and seeding as necessary.

-- End of Section --

SECTION 01 50 00 Page 15

01 50 00 - TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS
PART 1 GENERAL
1.1 REFERENCES
1.2 SUBMITTALS
1.3 NAVIGATION AIDS
1.4 LAYOUT OF WORK
1.5 CONSTRUCTION SITE PLAN
1.6 BACKFLOW PREVENTERS CERTIFICATE
1.6.1 Backflow Tester Certificate
1.6.2 Backflow Prevention Training Certificate
1.7 CONNECTION WITH WORK OF OTHER CONTRACTS
1.8 DOD CONDITION OF READINESS COR
PART 2 PRODUCTS
2.1 TEMPORARY SIGNAGE
2.1.1 Bulletin Board
2.1.2 Project Identification Signs
2.1.3 Warning Signs
2.2 TEMPORARY TRAFFIC CONTROL
2.2.1 Haul Roads
2.2.2 Barricades
2.3 FENCING
2.3.1 Polyethylene Mesh Safety Fencing
2.3.2 Chain Link Panel Fencing
2.3.3 Post-Driven Chain Link Fencing
2.4 TEMPORARY WIRING
2.5 BACKFLOW PREVENTERS
PART 3 EXECUTION
3.1 EMPLOYEE PARKING
3.2 TEMPORARY BULLETIN BOARD
3.3 AVAILABILITY AND USE OF UTILITY SERVICES
3.3.1 Temporary Utilities
3.3.2 Utility Services
3.3.3 Sanitation
3.3.4 Telephone
3.3.5 Obstruction Lighting of Cranes
3.3.6 Fire Protection
3.4 TRAFFIC PROVISIONS
3.4.1 Maintenance of Traffic
3.4.2 Protection of Traffic
3.4.3 Rush Hour Restrictions
3.4.4 Dust Control
3.5 SIGNAL LIGHTS
3.6 CONTRACTOR'S TEMPORARY FACILITIES
3.6.1 Quality Control Manager Records and Field Office
3.6.2 Safety Systems
3.6.3 Administrative Field Offices
3.6.4 Storage Area
3.6.5 Supplemental Storage Area
3.6.6 Appearance of Trailers
3.6.7 Maintenance of Storage Area
3.6.8 New Building
3.6.9 Security Provisions
3.6.10 Weather Station
3.6.11 Weather Protection of Temporary Facilities and Stored Materials
3.6.11.1 Building and Site Storm Protection
3.7 GOVERNMENT FIELD OFFICE
3.7.1 Resident Engineer's Office
3.7.2 Trailer-Type Mobile Office
3.8 PLANT COMMUNICATIONS
3.9 TEMPORARY PROJECT SAFETY FENCING
3.10 CLEANUP
3.11 RESTORATION OF STORAGE AREA

File details come from the government source that posted it. Updated .