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01500-4
TEMPORARY FACILITIES AND CONTROLS

5. The General Contractor shall furnish, install, maintain and pay for adequate
temporary chemical type toilet accommodations, for all persons employed on
the work and located where approved by the Engineer. The accommodations
shall be in proper enclosures and in accordance with Municipal Ordinances
and shall be maintained in proper, safe and sanitary conditions and suitably
heated when requested.

6. Relocate temporary toilet facilities as required to facilitate the construction.

7. Remove all temporary facilities at completion of work when directed by the
Engineer.

PART 3 - EXECUTION

3.1 PERFORMANCE
A. Electrical:
1. Provide electrical energy to:
a. All necessary points on the construction site so that power can be
obtained at any desired point with extension cords no longer than
100 feet.
b. Construction site offices.
c. Lighting as required for safe working conditions at any location on the
construction site.
d. Night security light.
e. When applicable, Owner's present facilities during the changeover of
electrical equipment.
2. Maintain electrical energy throughout the entire construction period.
Capacity:
a. Provide and maintain adequate electrical service for construction use by
all trades during the construction period at the locations necessary, as
specified herein.
Installation:
Install all work with a neat and orderly appearance.
Have all installations performed by a qualified electrician.
Modify service as job progress requires.
Locate all installations to avoid interference with cranes and materials
handling equipment, storage areas, traffic areas and other work.
B. Heating and Ventilation:

1. Maintain a heated and ventilated environment for the work at the temperature
and for the length of time specified or as directed by the Engineer, and as
needed to protect all individuals on the construction site.

2. Precaution:

a. Operate temporary heating apparatus in such a manner that finished
work will not be damaged.

b. Repair all damage, caused by temporary heating operations, to the
complete satisfaction of the Engineer.

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01500-5
TEMPORARY FACILITIES AND CONTROLS

C. Water:

1.

Provide and maintain water for drinking and construction purposes as required
for the proper execution of the Work.

D. Sanitary Accommodations:

1.

2.

Provide and maintain sanitary accommodations for the use of the employees
of the General Contractor, subcontractors, and Engineer.

Sanitary accommodations shall meet the requirements of all local, State and
Federal health codes, laws and regulations.

END OF SECTION

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01590-1
SECTION 01590

TEMPORARY FIELD OFFICE

PART | - GENERAL

1.1 DESCRIPTION
A. Work Included: Provide and maintain office supplies and equipment for the
exclusive use of the Engineer during the entire life of the Contract.

PART 2 - PRODUCTS

2.1 PRODUCTS

A. Furnish:
1. One flat top desk, 30 inches by 52 inches, with drawers at each side.
2. One chair being suitable for use with flat top desk.
3. One 4-drawer steel filing cabinet with lock and key.
4. One bookcase, 48 inches long by 30 inches high by 10 inches deep.
5. One All-In-One Wireless Color Printer/Copier/Scanner device capable of
printing on 11x17” paper, Epson Workforce 7610 or equivalent.
6. Verizon Wireless 4G LTE Modem with unrestricted Internet service. If the

construction site is not accessible by Verizon Wireless’s network, some other
form of unrestricted wired Internet service will be provided. By unrestricted,
we mean it has to support secured (encrypted) HTTPS and VPN connections
in addition to simple web browsing.

END OF SECTION

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01630-1
SECTION 01630

SUBSTITUTIONS & PRODUCT OPTIONS

PART 1 - GENERAL

1.1

1.2

1.3

1.4

DESCRIPTION

A.

The below listed requirements are in addition to the requirements contained in the
General Conditions, Articles 8.3 - 8.5.

SUBMITTALS

A.

B.

Submit a written application for approval completely describing the proposed
substitution.

Submit, when requested by the Engineer:

1. Manufacturer's catalog data.

Illustrations.

Specifications.

Samples.

Other material that may be required to determine acceptability.

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CRITERIA

A.

The following criteria will be used by the Engineer in determining the acceptability
of proposed substitutions:

1. Adaptability to the design.

2. Functional performance.

3 Quality of materials.

4. Strength of materials.

6. Complexity, frequency and cost of maintenance.

RESULTING CHANGES

A.

If proposed substitutions are judged as being acceptable, make all changes to
structures, buildings, piping, electrical, and other items necessary to accommodate
the substitutions, at no additional cost to the Owner.

Whenever it may be written that an equipment manufacturer must have a specified
period of experience with his product, equipment which does not meet the specified
experience period can be considered if the equipment supplier or manufacturer is
willing to provide a bond or cash deposit for the duration of the specified time
period which will guarantee replacement of that equipment in the event of failure.
Engineer’s Cost Reimbursement: Engineer will record Engineer’s costs in
evaluating a substitute proposed or submitted by Contractor. Whether or not
Engineer approves a substitute so proposed or submitted by Contractor, Contractor
shall reimburse Owner for the reasonable charges of Engineer for evaluating each
such proposed substitute. Contractor shall also rermburse Owner for the reasonable
charges of Engineer for making changes in the Contract Documents (or in the
provisions of any other direct contract with Owner) resulting from the acceptance of
each proposed substitute.

END OF SECTION

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01710-1

SECTION 01710

PROJECT CLEANING

PART 1 - GENERAL

1.1 DESCRIPTION
A. Work Included:

1.

2.

Maintain premises and public properties free from accumulations of waste,
debris, and rubbish, caused by operations.

At completion of work, remove waste materials, tools, equipment, machinery
and surplus materials, and clean all sight-exposed surfaces. Leave project clean
and ready for use.

1.2 QUALITY ASSURANCE

A. Requirements of Regulatory Agencies: Conduct cleaning and disposal operations in
accordance with all applicable local and state laws, ordinances, and code
requirements.

PART 2 - PRODUCTS

2.1 MATERIALS
A. Use only cleaning materials recommended by manufacturer of surfaces to be cleaned.
B. Use cleaning materials only on surfaces recommended by cleaning material
manufacturers.

PART 3 - EXECUTION

3.1 PERFORMANCE
A. Cleaning During Construction:

1.

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Execute cleaning operations to ensure that buildings, grounds, and public
properties are maintained free from accumulations of waste materials and
rubbish.

Entirely remove and dispose of material or debris during the progress of the
work that has washed into or has been placed in watercourses, ditches, gutters,
drains, catch basins, or elsewhere as a result of the Contractor's operations.

Wet down dry materials and rubbish to lay dust and prevent blowing dust.

At reasonable intervals during the progress of work, clean the site and dispose
of waste materials, debris, and rubbish.

Clean interiors of buildings, when applicable, prior to finish painting, and
continue to clean on an as-needed basis until buildings are ready for occupancy.
Handle materials in a controlled manner with as few handlings as possible. Do
not drop or throw material from heights.

When applicable, schedule cleaning operations so that dust and other
contaminants resulting from the cleaning process will not fall on wet, newly
painted surfaces.

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01710-2
PROJECT CLEANING

Control of Hazards:

1. Store volatile wastes in covered metal containers, and remove from premises
daily.

2. Prevent accumulation of wastes which may create hazardous conditions.

3. Provide adequate ventilation during use of volatile or noxious substances.

Disposal:

1. Donot burn or bury rubbish and waste materials on project site.

2. Donot dispose of volatile wastes, such as mineral spirits, oil, or paint thinner, in
storm or sanitary drains.

3. Do not dispose of wastes into streams or waterways.

Final Cleaning:

1. | Employ experienced workmen, or professional cleaners, for final cleaning.

2. Remove grease, dust, dirt, stains, labels, fingerprints, and other foreign

materials, from all sight-exposed interior and exterior finished surfaces.

Repair, patch and touch up marred surfaces to specified finishes.

Broom clean paved surfaces.

Rake clean non-paved surfaces of the project site.

Restore to their original condition those portions of the site not designated for

alterations by the Contract Documents.

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END OF SECTION

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SECTION 01720

PROJECT RECORD DOCUMENTS

PART | - GENERAL

1.1

1.2

1.3

DESCRIPTION
A. Work Included:
1. Keep accurate record documents for all additions, substitutions of material,
variations in work, and any other additions or revisions to the Contract.
B. Related Work Specified Elsewhere:
1. Shop Drawings, Project Data, and Samples are specified in "General
Conditions" and Section 01340, Submittals.

MAINTENANCE OF DOCUMENTS
A. Maintain at job site, one copy of:

1. Contract Drawings

2. Specifications

3. Addenda

4. Reviewed Shop Drawings

5. Change Orders

6. Any other modifications to the Contract

7. Field Test Reports

Store documents in files and racks specifically identified for this use, which are
apart from documents used for construction.

File documents in a logical manner indexed for easy reference.

Maintain documents in clean, dry, legible condition.

Do not use record documents for construction purposes.

Make documents available at all times for inspection by the Engineer and Owner,
and by the end of the project, transmit these documents to the Engineer.

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RECORDING

A. Label each document "PROJECT RECORD" in large high printed letters.

B. Keep record documents current and do not permanently conceal any work until
required information has been recorded.

C. General Field Recording Issues:

1. All ties should be taken from existing, permanent features such as utility
poles, corners of houses and hydrants. Porches, sheds or other house additions
should be avoided for they could be torn down. A minimum of two ties should
be taken.

Stations should be recorded to the nearest foot.
Inverts should be recorded to the nearest hundredth of a foot.
Elevations should be recorded to the nearest hundredth of a foot.

5. Building dimensions should be recorded to the nearest 1/4".

D. Project Record Drawings - Legibly mark Contract Drawings to record existing
utilities and actual construction of all work, including but not limited to the
following (where applicable):

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01720-2
PROJECT RECORD DOCUMENTS

Existing Utilities

a. Water mains and services, water main gate valves, sewer mains and
services, storm drains, culverts, steam lines, gas lines, tanks and other
existing utilities encountered during construction must be accurately
located and shown on the Drawings. In congested areas supplemental
drawings or enlargements may be required.

b. Show any existing utilities encountered in plan and profile and properly
labeled showing size, material and type of utility. Ties should be shown
on plan. Utility should be drawn to scale in section (horizontally and
vertically) and an elevation should be called out to the nearest hundredth
of a foot.

c. When existing utility lines are broken and repaired, ties should be taken
to these locations.

d. If existing water lines are replaced or relocated, document the area
involved and pipe materials, size, etc. in a note, and with ties.

Manholes, Catch Basins, Valve Pits and other structures.

a. | Renumber structure stationing to reflect changes.

b. Show ties to center of structure covers or hatches.

c. In general, show inverts at center of structures. However, for manholes

with drop structures, or steep channels (greater than 0.2' change on

slope), show inverts at face of manhole.

Show inverts for other structures at the face of the structure.

Draw any new structures that are added on plan and profile.

Show any field or office redesigns.

Redraw plan if the structure's location is moved more than 5 feet in any

direction. [Note: It is important to show existing utilities, as outlined in

Paragraph 1 above, especially if they were one reason for relocating the

sewer, manholes and other structures. ]

h. Redraw profile if inverts changed by more than 6 inches.

Gravity Sewer Line

a. Change sewer line slopes indicated on Drawings if inverts are changed.

b. Draw any new gravity lines that are added on plan and profile.

c. Show any field or office redesigns.

d.

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Redraw the sewer line profile if manhole inverts are redrawn.
Redraw the sewer line on plan corresponding to relocated manholes.

Water Mains and Force Mains

a. Show ties to the location of all valves, bends (horizontal and vertical),
tees and other fittings. The use of thrust blocks should be recorded.

b. Revise elevations indicated on the Drawings to reflect actual
construction.

Yard Piping and Buried Electrical Conduit

a. Site piping should be drawn to reflect the installed locations, with ties
and elevation of all bends (horizontal and vertical).

b. | Show routing for electrical conduits and pull boxes, especially in close
proximity to buildings and when the conduits change direction or cross
process piping.

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01720-3
PROJECT RECORD DOCUMENTS

6. Roads

a. Show centerline road profile and level spot elevations.

b. Show pavement widths.

c. Onroad cross sections, show the pavement cross slope.

d. Show any deviations from the design plans.

7. Buildings

a. In general, small changes to structures should not be redrawn. If any
dimensional changes were made in the field, the numerical change
should be made on the Drawing and be properly labeled. Update
dimensions and elevations on Drawings.

b. Show finished concrete elevations (top of slab, top of wall, top of
footing, etc.). Redraw any foundation, frost wall, etc. that was modified,
deepened, or altered during construction.

c. Adjust finished concrete horizontal dimensions that are shown on the
Drawings.

d. Adjust structural steel elevations and horizontal dimensions that are
shown on the Drawings.

e. Show location of anchors, construction and control joints, and
waterstops, when they are different from those shown on Drawings.

f. Any additions or major changes should be shown in both plan and
elevation (i.e. relocated doors, opposite door swings, change in wall
location, and relocation of floor drains).

g. Show approximate location and routing of electrical conduits in walls,
slabs and ceilings. Most conduits are run in groups, therefore, use range
of measurements to define location for entire section of conduits.

h. Special circuits for computers, alarms and instrumentation should be

shown.

i. Show any changes in location and elevation of ductwork and devices,
fuel piping and equipment, and heat piping and equipment.

j. Location of gravity sewer system below slabs in buildings should be

shown, if changes are made in the configuration.

k. If wall mounted electrical switches, control boxes, thermostats, etc. have
been relocated significantly, (other side of door, or to a wall other than
indicated diagrammatically on electrical plans) make the revision
accordingly.

E. Specifications and Addenda - Legibly mark up each section to record:
1. Manufacturer, trade name, catalog number, and supplier of each product and
item of equipment actually installed.
2. Changes made by Change Order, Field Order, or other method.

1.4 SUBMITTALS
A. Atthe completion of the project, deliver record documents to the Engineer.
B. Accompany submittal with transmittal letter, in duplicate, containing:
1. Date, project title and number.
2. Contractor's name and address.

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01720-4
PROJECT RECORD DOCUMENTS

3. Title and number of each record document with certification that each
document is completed and accurate.

4. Signature of Contractor, or his authorized representative.

Failure to supply all information on the Project Record Drawings as specified in

Part 1.3 may result in additional retainage from monthly partial payment requests,

and in non-approval of final payments of the Contract and/or if contract time (as

specified in accordance with the Standard General Conditions of the Construction

Contract) has elapsed, this shall be grounds for the enactment of the liquidated
damages as specified.

END OF SECTION

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