HomeMy WebLinkAboutNon-Potable Water Well Technical Specs 2002TOWN OF SOUTHOLD
TECHNICAL SPECIFICATIONS
NON -POTABLE WATER WELL
SOUTHOLD LANDFILL
FEBRUARY 2002
DVIRKA AND BARTILUCCI CONSULTING ENGINEERS
WOODBURY, NEW YORK
01314\F0214206.doc.
TECHNICAL SPECIFICATIONS
NON -POTABLE WATER WELL
SOUTHOLD LANDFILL
TABLE OF CONTENTS
Section
Title
Page
YSCOPE
OF WORK...........................................................................................1-1
2
WELL CONSTRUCTION................................................................................2-1
3
WELL DEVELOPMENT AND PUMPING TEST........................................3-1
4
SUBMERSIBLE PUMP....................................................................................4-1
5
EXCAVATION
(See Division 2, Section 2.1 and 2.3 of General Construction).......................5-1
6
CONCRETE
(See Division 6, Section 6.0 through 6.3 of General Construction) ...............6-1
7
CONCRETE UNIT MASONRY......................................................................7-1
8
STEEL DOORS, FRAMES AND HARDWARE............................................8-1
9
ROOF STRUCTURE........................................................................................9-1
10A
PIPE, VALVES, SPECIALS AND APPURTENANCES...............................1OA-1
10B
LARGE DIAMETER VALVES, SPECIALS AND APPURTENANCES ...1OB-1
11
ELECTRICAL WORK.....................................................................................11-1
13 MR0213203.DOC(RO 1) i
SECTION t
SCOPE OF WORK
The work to be performed under this contract includes furnishing all labor, material, and
equipment necessary to:
• Furnish and install permanent water supply well to the specified depth.
• Furnish and install block enclosure for well, piping and electrical housing
• Furnish and.install submersible pump and motor.
• Furnish and install piping, valves and appurtenances.
• Furnish and install; electrical work including service from LIPA pole.
The work shall be performed in accordance with these specifications and the drawings
listed below:
Drawing Number Title
1 Well Construction and Piping
2 Building
3 Electrical work
The Contractor shall take all precautions necessary to permanently prevent contaminated
water or water having undesirable physical or chemical characteristics from entering the well. The
Contractor shall also take all necessary precautions during the construction period to prevent
gasoline, dieseffuel or any other contaminant from entering the well, either through the opening or
seepage through the ground surface.
{
The Contractor shall protect all items used during the operation that could potentially cause
contamination. of the well.
♦ 1314\R0212208.D0C(R01)
1-1
The Contractor shall provide all power and temporary water necessary to complete the
work.
The Contractor shall be licensed by the New York State Department of Environmental
Conservation, Water Resources Division and shall obtain and pay for all necessary permits. All
work shall be performed in accordance with the requirements and regulations of the NYSDEC.
+ + END OF SECTION + +
♦ 1314\R0212208.DOC(RO1) 1.2
SECTION 2
WELL CONSTRUCTION
Work Included
Under this section, the Contractor shall provide all labor, materials and equipment
necessary to construct a non -potable water supply well in the location shown on the drawings.
Materials and Procedures
Well shall be 12 -inch gravel packed, single cased, with a depth from top casing to bottom
screen for bidding purposes of 150 feet. The wells shall be screened in the glacial formation.
The borehole shall be drilled at least 16 -inches in diameter down to the elevation of the bottom
of the 10 -inch screen.
The well shall have a guaranteed capacity of 500 gpm at a maximum drawdown of
30 feet.
The reverse rotary, conventional rotary or cable tool method shall be used to construct the
wells.
Contractor is advised to check the borehole for plumbness and alignment in order to meet
the criteria set forth on page 2-3.
The following shall apply to each well:
The 12 -inch casing shall extend from 3 feet above existing grade to the . top of the
stainless steel, wire -wrapped screen (Drawing No. 1).
After installation of the 12 -inch casing, screen and gravel pack, the annular space between
the casing and hole shall be filled. with impervious fill for the entire length of the casing.
♦ 1314\R0212209.DOC(RO 1) 2-1
� I
LJ
The screen and casing shall be centered in the well and installed in the location shown on
the Drawings. Approved washed, graded and sterilized gravel shall be fed from the surface and
placed in the location shown on the Drawings while maintaining reverse circulation through the
screen. Gravel shall be installed to a level 5 feet above the top of the well screen. Upon completion
of the placement of the gravel, the screen shall be bailed to remove all gravel and sand, which may
have accumulated.
The casings shall be new welded seamless steel pipe conforming to ASTM A53,
Grade B. The casing shall be 12 -3/4 -inches outside diameter with 0.375 -inch wall thickness and
weigh not less than 49.6 pounds per foot. The steel casing shall be 130 feet long, and shall have
welded guides located so as to insure concentricity. The casing shall be straight, plumb and
welded to the 20 -foot long stainless steel screen below.
Well screen shall be 20 -feet long minimum, 10 -inches inside diameter, wire -wrapped,
constructed of Type 304 stainless steel as manufactured by Wheelabrator -Johnson Screens, or
approved equal. Below the screen there shall be a 5 -foot long section (sump) same diameter and
thickness Type 304 stainless steel pipe or "tight wind" screen. The bottom of the 5 -foot long
section shall be sealed with a welded Type 304 stainless steel plate with a minimum thickness of
1/2 -inch. The sump, screen and steel casing shall be fabricated into a straight, strong unit.
The proposed length and elevation of the wire -wrapped screen, any necessary stainless
steel blank sections, and the screen slot size and gravel pack shall be based on results of the bore
hole and shall be submitted to the Engineer for review prior to construction of the well. The
selection of the proper size of the well screen slot openings and gravel pack to achieve the
specified yield, drawdown and sand content and turbidity of the water pumped shall be the sole
responsibility of the Contractor.
The slot size of the screen as selected by the Contractor shall be capable of transmitting
sufficient flow of water per foot of screen to achieve the maximum capacity requirement of the
♦ 1314\RO212209.DOC(RO1) 2-2
well. The average entrance velocity shall not exceed 0.1 feet per second through the screen slot
openings.
All casing joints shall be made with properly designed butt welds. Welds shall be
continuous complete penetration and pipe ends shall be beveled to assure 100 percent depth of weld.
Welding shall be done by qualified welders. All welding and welders qualifications shall be in
accordance with standard requirements of the American Welding Society.
The completed well shall be constructed round, plumb, and true to line. Tests for plumbness
and alignment shall be made by the Contractor after completed construction of the well. The
maximum allowable horizontal deviation (drift) of the well from the vertical shall not exceed two
thirds of the smallest inside diameter of that part of the well being tested per 100 ft of depth in
accordance with ANSI/AWWA A100-97 Section 4.7.
The alignment shall be satisfactory for the proper operation of the permanent pumping
equipment. Alignment shall be tested by lowering into the well a section of pipe or a dummy 40 ft.
long. This pipe or dummy shall move freely throughout the interval from ground level to the top of
the inner casing. The outside diameter of the pipe or dummy shall not be more than 0.5 inch smaller
than the diameter of that part of the casing or hole being tested. If a dummy is used, it shall consist
of a rigid spindle with. a minimum of three truly cylindrical rings, each ring being a minimum of
12 inches wide. The rings shall be located one at each end and one in the center.
The plumbness and alignment of the well shall be corrected as required or construct a new
well to meet ANSI/AWWA A100-97 Section 4.7.
Contractor shall provide a welded steel casing cap until well pump is installed.
+ + END OF SECTION + +
♦ 1314\R0212209.DOC(R01) 2-3
SECTION 3
WELL DEVELOPMENT AND WELL PUMPING TEST
Work Included
Under this section, the Contractor shall provide all labor, materials and equipment
necessary to develop and perform a well pumping test on the well:
Materials and Procedures
The following shall apply:
Contractor shall provide all the necessary equipment for the proper and complete
development of the well. Development may be accomplished by overpumping (25% minimum
to 50% maximum over rated well capacity), backwashing, screen jetting, block surging, the use
of compressed air, or any combination of these methods.
Extreme care shall be exercised by the Contractor during development to prevent
bridging or any damage to the gravel pack or caving of the formation above the screen zone.
Development shall proceed until the well has reached its maximum stabilized specific'
capacity and the water pumped shall be sand free. The maximum acceptable drawdown, at the
rated well pumping capacity, shall not exceed the limits specified herein. The Contractor shall
be fully responsible for development until these conditions are met.
After the well meets the specification requirements for sand content and reaches a
maximum stabilized acceptable specific capacity, the water pumped at the rated capacity shall
have a turbidity measured by the Nephelometric Method, of 10 NTU or less at any time 15
minutes or more after starting to pump and 5 NTU or less at any time 30 minutes or more after
starting to pump.
♦ 1314\R0212212.doc 3-1
The Contractor will not be held responsible for the chemical constituency of the well
water beyond his control. -
The Contractor shall furnish all necessary discharge piping for the pumping unit.
Discharge piping shall be of sufficient size and length to conduct the water being pumped to the
point of discharge. The Contractor'shall be responsible for disposing of all water during the
development and testing of the well and obtaining and paying for any permits that may be
t
required. During all operations water shall be disposed of without causing damage to property or
creating a nuisance.
k�
�T After the well ahs been completely constructed, developed and cleaned out and the depth
i of the well accurately measured, the Contractor shall notify the Engineer to that effect and shall
conduct a well pumping test. The. Contractor shall furnish and install necessary pumping
equipment capable of pumping to the required point of discharge at a rate not less than 500 gpm.
The pumping unit shall be complete with prime mover and shall be capable of being operated at
500 m without interruption for period of 8 hours.
�.gP P
The Contractor shall furnish, install and maintain equipment of approved size and type
for measuring the rate of flow and the water level in the well. The Contractor shall be
responsible for disposal of all water during the well pumping test and obtaining and paying for
any permits that may be required.
The pumping test shall be run for a period of 4 hours at 500 gpm without interruption. If
there should be an interruption in pumping during the test, the time of resuming shall be
a considered the' starting time of the test period. The Contractor shall take flow and water level
readings at one-half hour intervals and shall take sufficient measurements to determine yield;
pumping level, drawdown and specific capacity of the well.
. i
The 4 -hour test period shall not be started until the rate of discharge and the water level
in the well are steady.
♦ 1314\R0212212.doc 3-2
The yield of the well will be .the average output in gallons per minute during the 4 -hour
well pumping test with a drawdown of 35 feet below static water level, provided, however, that
during such period the .rate of discharge and the water level in the well shall have remained
substantially in equilibrium. The Contractor shall tabulate the results' of the well pumping test
and submit them to the Engineer in report form. .
The yield of the well determined by the Engineer based. on a drawdown of 35 feet
obtained during the well pumping test will .be the guaranteed capacity of the well.
The Contractor shall take water samples during the 4 -hour well pumping test and have
them analyzed for turbidity, color and sand content. Samples for turbidity and color shall be
taken at initial start up and at 2, 5, 10, 15, 30 and 45 minutes after start up. .
If the turbidity exceeds .10 NTU after 15 minutes of pumping or 5 NTU after 30 minutes
of pumping, the well will not be acceptable.
Samples for sand content shall be collected at the following times after the start of the
well pumping test: 15 minutes, 2 hours and 4 hours. A minimum 10 -gallon sample shall be
collected at each of the times indicated above. The ' samples shall be collected from the
manometer connection to theorificemeter or as directed by the Engineer. The sample shall be
allowed to settle not less than 10 minutes before the liquid is decanted.
If the sand content of any of the five samples exceeds 1 part per million by weight, the
well will not be acceptable and .the Contractor shall' do whatever work is required to reduce the
sand content to* acceptable limits at no additional cost to the Owner. Contractor shall resample
and retest until acceptable samples are obtained.
+ + END OF SECTION + +
♦ 1314\R0212212.doc 3 _3
SECTION 4
SUBMERSIBLE PUMP
Furnish and deliver a submersible well pump, Floway or equal; for installation in a well
casing of 12 inches inside diameter.
Conditions:
• Design Capacity: 500 USGPM
Total Head: 110 feet
• ; Riser Pipe Length, bottom of surface plate to top of bowls: 100 feet
• Maximum RPM: 1800
• Minimum acceptable bowl efficiency: 73%.
Unless otherwise stated herein, the pump shall in all respects conform to the American
National Standards ANSI/AWWA-E101 for "Vertical Turbine Pumps, Lineshaft and Submersible
Types" and shall comply with all local and state sanitary and safety regulations.
0-X -- Dl.-+-.
The surface plate shall be fabricated from steel with a flat face base flange to match the well
casing flange, short radius 90° steel elbow terminating, in a 150# raised faced steel discharge flange.
The surface plate shall be fitted with a properly sized electrical junction box to allow for splicing
surface cables and well cables or shall contain provisions for the well cable to pass through for
connection in a wall mounted junction box. It shall also be tapped for a well vent and airline and
shall be provided with lifting lugs of sufficient strength to lift the entire pump and motor assembly
including the riser pipe. A short 12 -inch threaded nipple shall extend below the surface plate for
connection to the riser pipe.
• Maximum water temperature 75°F.
• Minimum flow past motor: 1/2 foot/second
♦ 1314\R0212210.DOC 4-1
Riser Pipe
The riser pipe shall be sized such that the friction loss will not exceed 5 feet per 100 feet,
based on the rated capacity of the pump. If possible; the riser pipe should be sized such that the
minimum velocity will not be less than 5 feet per second at the rated capacity. Riser pipe sections
shall not exceed 20 feet in length. The pipe shall conform to ASTM A120 or ASTM A53 Grade B
with ANSI B 1.20.1 standard tapered pipe threads.
Pump Bowl Assembly
f The pump bowl assembly shall be Floway Pump, Pleu er Flow Serve orequal.
The pump bowls shall be of close grained cast iron ASTM A48 Class 30. The water
passages on bowl shall be lined with porcelain enamel or fusion epoxy lined to reduce friction
losses; shall be free of blow holes, sand holes and other detrimental defects, and shall be accurately
machined and fitted. The impellers shall be of bronze ASTM B584 alloy C83800, enclosed type
and statically balanced. Impellers shall be securely fastened to the shaft with steel tapered split
bushings.
The pump shaft shall be of stainless steel A276 Grade 416 turned, ground and polished. It
shall be supported by bronze bearings of ASTM B505 alloy C84400 above and below each
impeller. The motor adaptor and discharge case bearing shall be grease lubricated and protected .
from abrasives by bronze sand collars of ASTM B584 alloy C83800. The size of the shaft shall be
no less than thatdetermined by ANSI/AWWA Specifications E101, Section A4.3, paragraph 4.3.3.
The motor coupling shall be constructed of A286 Type 416 stainless steel either keyed or splined as
required to fit the motor shaft.
♦ 13141R0212210.DOC
4-2
Motor Adaptor
A motor adaptor of close grained cast iron ASTM A48 Class 30 with rabbeted fit shall be
supplied to connect the submersible motor to the bowl assembly. It shall include the motor adaptor
bearing assembly and a corrosion resistant metal strainer whose free area shall be at least three times
the impeller suction eye area. The maximum strainer opening shall not be more than 75% of the
minimum opening or water passage through the bowl or impeller.
Submersible Motor
The motor shall be of the squirrel -cage induction type, 3-phase, 60 hz, 240 volt, 1,770 RPM.
It shall be a submersible type designed for continuous underwater operation and with a combination
of a maximum water temperature and minimum velocity past the motor, such that the service factor
shall be 1.15 minimum. The motor shall be of the water -filled type and fitted with a thrust bearing
capable of continuous downthrust. Motor leads shall be of sufficient length so that they may be
spliced above the bowl assembly and the leads shall be protected by a galvanized steel cable guard
for the entire bowl length. The motor rating shall be selected so that the load at design is not greater
than the name plate rating at 1.0 service factor and at no point on the curve shall be load exceed the
nameplate rating plus 10%.
Power Cable
The power cable shall be sized such that the voltage drop will not exceed 5% at the motor
rated full load current and voltage. Cables shall be designed specifically for submersible pump
service and shad- consist of either three single conductors and a ground conductor individually
insulated or three individual conductors and a ground conductor individually insulated and the
whole covered with an outer jacket.
+ + END OF SECTION + +
♦ 1314\R0212210.DOC 4-3
PART1-GENERAL
1.1 DESCRIPTION
A. Scope:
1.2
SECTION 7
CONCRETE, UNIT MASONRY
1. Contractor, shall furnish all labor, materials, equipment and incidentals
required to provide concrete unit, masonry as shown and specified.
2. The extent of each type of block is shown on the drawings and in
schedules.,
B. Related, Work Specified Elsewhere: ..
1. Section 04100, Mortar.
2. Section 04201, Unit Masonry Construction.,
3. Section 04150, Masonry Accessories.
QUALITY ASSURANCE
A. Requirements of Regulatory Agencies: Wherever a fire -resistance classification is
shown or scheduled for concrete unit masonry construction (4 -hour, 3 -hour and
similar designations), provide units complying with the requirements established
by the UL, governing authorities and the New York State Uniform Fire
Prevention and Building Code for types of concrete unit masonry shown.
B. Source Quality Control: Obtain units from one manufacturer, cured by one
process and of uniform texture and color, for each type required.
C. Reference Standards: Comply with applicable provisions and recommendations of
the following, "except as otherwise shown or specified.
4. ASTM C 33, Standard Specification for Concrete Aggregates.
2. ASTM C-90, Hollow Load -Bearing Concrete Masonry Units.
3. ASTM C 129, Hollow, Non -Load Bearing Concrete Masonry Units.
4. ASTM C 145, Solid Lightweight Load -Bearing Concrete Masonry Units.
♦ 1314\R0213204.doc 7-1
5. ASTM C 331,, Standard Specification for Light -weight Aggregates for
Concrete MasonryUnits.
6. ASTM E 84, Standard Method of Test for Surface Burning Characteristics
of Building Materials.
7. ASTM C 140, Sampling and.Testing Concrete Masonry Units.
1.3 SUBMITTALS
A. Samples: Submit for approval samples of each type of concrete masonry unit
specified. Select units to show range of color and texture which can be expected
in the finished Work. Engineer's review will be for color and texture only.
Compliance with all other requirements is the exclusive responsibility of the
Contractor.
B. Manufacturer's Data: Submit for approval copies of manufacturer's specifications
and test data for each type of concrete masonry unit required, including
certification that each type complies with the specified requirements. Include
instructions for handling, storage, installation and .protection of each type of
concrete masonry unit.
1.4 , PRODUCT DELIVERY, STORAGE AND HANDLING
A. Delivery of Materials: Deliver concrete masonry units in unopened, undamaged
original packages and:pallets, plainly marked with identification of materials and
manufacturer.
B. Storage of Materials: Store and cover concrete masonry units to prevent damage
such as, chipping and staining: Store and handle all materials to prevent inclusion
of water or foreign matter and to prevent damage of any nature. Packaged units
shall be kept in original unopened packages until time for use.
C. Distribute materials on floor slabs to prevent overloading. Designated live loads
shown for floor shall not be exceeded.
PART 2 -PRODUCTS
2.1 MATERIALS
A. Size: Manufacturer's standard. units with nominal face dimensions of 16 inches
long by 8 inches high (15 5/8 inches by 7 5/8 inches actual), unless otherwise
specified.
♦ 13 WR0213204.doc 7-2
s
B. Special Shapes: Provide lintels, corners, jambs, sash, control joints, headers,
bonding and other special conditions, where shown. Provide bullnose block. for
outside corners where shown or where used in adjacent masonry.
2.2 CONCRETE MASONRY UNITS
A. General: All materials utilized on this job shall be new and the compressive
strength of the assembled masonry (f/m) shall be at least 1,500 psi in accordance
with ACI 530.
B. Concrete Block (C.M.U.):
1. Concrete block exterior masonry walls shall be `Smooth Face Masonry
Units" . as manufactured by Smithtown Concrete 'Products, Corp.,
Smithtown, NY or equal. The units shall be of high strength concrete with
a net area compressive strength of 3500 psi at 28 days. All masonry units
shall be manufactured with an integral water-repellent. Type and color of
unit shall be chosen by the Engineer.
2. Concrete blocks shall conform to the requirements specified below, except'
for moisture content (maximum percentage of total absorption) which
shall not exceed 25.
Solid load-bearing units - ASTM C-90, Type I
3. Units shall be manufactured not less than,30 days prior to being used and
stored under cover until shipment.
PART 3 EXECUTION
3.1 - INSTALLATION
A., See Section 04201, Unit Masonry Construction..
♦ 1314a0213204.doc 7-3
SECTION 8
STEEL DOORS, FRAMES AND HARDWARE
PART 1- GENERAL
1.1 SUNEVIARY
A. Scope:
1. Under this section, the Contractor shall furnish all labor, materials and
equipment necessary to furnish and install metal man -doors and frames as
shown on the drawings and as specified herein.
B. belated Work Specified Elsewhere:
1. Section 08710, Finish Hardware.
1.2 SUBNHTTALS
A. The following shall besubmitted in accordance with Section 01342.
1. Manufacturer's'Product Data.
2. Manufacturer's Installation Certification.
3. Dimensional Data.
4. Finish Hardware Schedule.
1.3 PRODUCT DELIVERY, STORAGE AND HANDLING
A. Delivery.of Materials:
f: Deliver finish hardware sufficiently in advance of its setting for proper
inspection.
2. Pack each piece of finish hardware separately, complete with screws,
keying, instructions and templates, tagged to correspond with the approved
finish hardware schedule.
♦ 1314\R0213205.doc 8-1
B. Storage of Materials:
1. Provide secure lock-up for finish hardware stored at the site, but not yet
installed.
2. Store finish hardware in manufacturers' original packages.
C. Handling of Materials: Control the handling and installation of finish hardware
items which are not immediately replaceable, so that the completion of the Work
will not be delayed by finish hardware losses, both before and after installation.
1.5 JOB CONDITIONS
P 1
A. Scheduling: Deliver individually packaged finish hardware items at the proper time
to the proper locations for installation.
B. Templates: Furnish hardware templates to each fabricator of doors, frames and
other work to be factory prepared for the installation of hardware work to confirm
that adequate provisions are made for the proper installation of hardware.
C. Coordination: Coordinate hardware with other work. Tag each item or package
separately, with identification related to the final hardware schedule, and include
basic installations in the package. Furnish hardware items of proper design for use
on doors and frames of the thicknesses, profile, swing, security and similar
requirements indicated, as necessary for proper installation and function.
1.6 SUBSTITUTIONS
A. Do not make substitutions after Engineer's approval of final finish hardware
schedule.
PART 2 - PRODUCTS
2.1 STANDARD METAL DOORS AND FRAMES
A. General:
1. Metal doors and frames shall be installed in accordance with the Contract
Drawings. The Contractor shall install hollow metal doors, frames,
hardware, weather stripping and all accessories required for a complete
installation.
2. Door and frame shall be factory fabricated from steel conforming to ASTM
A366, galvanized in accordance with ASTM A525 and A526. Doors shall
♦ 1314\R0213205.doc 8-2
have a 20 -gauge galvanized steel face sheet in accordance with ANSUSDI
100-85 and ANSI A151.1-80.
3. Frame shall have header and jambs of No. 16 gauge steel, mitered and
welded at corners with all exposed welded joints ground smooth. A
minimum of three wall anchors shall be provided per jamb as required for
the adjoining wall construction. Jambs shall be provided with clip angles for
attaching frame to floor.
4. Anchors and clips shall not be less than 16 gauge steel. Frames shall be
provided with 16 gauge temporary channel spreader. Header shall be
provided with metal drip -cap.
5. Doors shall be full flush construction 1 -3/4 -inch thick, with face sheet not
less than 20 gauge steel, hot dipped galvanized. No seams or joints shall
appear on door face and top and bottom shall be closed with a recessed
channel or a flush end closure. Door shall be internally reinforced to resist
impact and to ensure flatness of finished surfaces. Polyurethane foam core
sound deadening and insulation material shall be applied to the interior of
the door. The U -value of the completed door shall not be greater than 0.068.
6.. Cutting, reinforcing, drilling and tapping of door and frame shall be done at
the factory, except drilling and tapping for surface applied hardware shall be
done in the field. Door frame shall be prepared for silencer and rubber
silencer shall be provided with concealed reinforcement for hardware such
as hinges, lock, strike, door check arm, etc.
7. Spring -tension type or integral-elastomeric type weather-stripping shall be
provided for head and jamb protection. Weather-stripping for bottom of door
shall be the concealed hook type of extruded aluminum compatible with the
inter -locking threshold.
8. Material for doors and frames shall be treated in the mill to ensure superior
prime paint adhesion.
B. Hardware:
1. Exterior Doors:
a. Hinges: 4-1/2" x 4-1/2", 1-1/2 pair per door, full mortise, stainless
steel, five knuckle, flush ball bearing with stainless steel pin. Use
1-1/2 pair per door.
b. Lockset: Mortise type, Sargent Model 23 -7725 -OB -26D.
♦1314\R0213205.doc 8-3
C. Door Closers: Full rack and pinion operation, cast aluminum
housing, full cover with adjustable backcheck, and positive stop and
hold open.- Door reinforcement shall be 12 gage galvanized steel
with 16 gage galvanized wedge (Sargent Series 350). .
d. Threshold: 4" to 5" wide by 5/8" high interlocking_ type aluminum
with stainless steel screws and mill finish.
e. Exit Device: Mortise lock, stainless steel with knob, cylinder lock
and UL listed Panic Hardware (Sargent Model 9900-26D for single
doors and Sargent Model 9700 for double doors) cross bar, operating
arms, case covers, and latch bolt spring shall be stainless steel.
2.
'All stainless steel hardware to have satin finish (US 26D).
3. Cylinder locks shall be master keyed to Owner's specifications. Contractor
shall provide four sets of keys to Owner.
C. Painting shall conform to the requirements of Section 09900 Painting.
D. Doors shall be as . manufactured by the Ceco Corporation, Oak Brook, IL.,
"Versadoor" model, or approved equal.
2.2 DOOR SCHEDULE
Location Type Size From To swing Lock Set -Qty-.
Well House STD 2'-6"x 6'-10" Int. Ext — Yes 1,
STD Standard
PART 3 - EXECUTION
3.1 INSTALLATION
A. Installation of doors and frames. and hardware shall comply with the manufacturer's
specifications and recommendations.
B. Doors and frames shall be set plumb, level, and true to line, without warp or rack of
frames.
+ + END OF SECTION + +
♦ 1314\R0213205.doc 8-4
SECTION. 9
ROOF STRUCTURE
PART 1 = GENERAL
1.1 DESCRIPTION
A. Scope:
1. Contractor shall furnish all labor, material, equipment and incidentals
required to provide rough carpentry, shingle roof, roof hatch and
- accessories as shown and specified.
a. Provide pressure -treated wood roof rafters and all other wood
components.
b. Provide asphalt shingles.
C. Provide 'openings in rough carpentry to accommodate the Work,
under other contracts and assist other 'contractors in building into
the rough carpentry all items such as sleeves, anchor bolts, inserts
and all, other items required to be embedded in rough carpentry
under other contracts.
2. The extent of the roof structure work is shown on the Drawings.
3. The types of work required includes the following:
a.' Pressure -treated wood roof rafters and all other wood components.
b. Plywood sheathing.
C. Lumber for temporary protection.
d. Asphalt singles, building felt.
e. Roof scuttle.
B. Coordination:
1. Review installation procedures under other Sections and 'coordinate the
installation of items that must be installed with the carpentry.
C. Related Work specified Elsewhere:
1. Section 7, Concrete Unit Masonry,
♦ 1314\G0214202.DOC(RO1) 9-1
2. Section 042101, Unit Masonry Construction.
1.2 QUALITY ASSURANCE
A. Lumber Standard Design Criteria: Comply with American Lumber Standard
Committee PS -20, except as otherwise specified.
B. Source Quality Control:
1. Factory -mark each piece of lumber and type, grade, mill and grading
agency, except omit marking from surfaces to be exposed with transparent
finish or without finish.
2. Shop -fabricate carpentry work to the extent feasible and where shop
fabrication will result in better workmanship than feasible for on-site
fabrication.
C. Reference Standards: Comply with applicable provisions and recommendations of
the following, except where otherwise shown or specified:
1. American Lumber Standard Committee, National Grading Rule for
Dimension Lumber, PS -20.
2. American Lumber Standard Committee, Plywood Standard, PS -1.
3. American Wood Preservers' Bureau Standard (AWPB), LP -2.
4. Occupational Safety and Health Administration (OSHA).
5. Southern Pine Inspection Bureau (SPIB), Grading Rules.
6. Western Wood Products Association (WWPA), Grading Rules.
7. AWPA-CA-Preservative Standards, Lumber and Plywood.
8. AWPA-C20-Fire Retardant Lumber Standards.
9. AWPC-C27-Fire Retardant Plywood Standards.
10. AWPA-M4-Standards for Care of Preservative -Treated Wood Products.
11. APA -Guide to Plywood Grades.
12. ASTM D225, Specification for Asphalt Shingles.
13. ASTM D224, Specification for Smooth -Surface Asphalt Roll Roofing Felt
♦ 1314\GO214202.DOC(RO1) 9-2
1.3 SUBMITTALS
A. Manufacturer's Data:
1. Submit for approval copies of chemical treatment manufacturer's
instructions for proper use of each type of treated material.
2. For water -borne preservatives, include statement that moisture content of
treated materials was reduced to maximum of 15 percent prior to shipment
to Project site..
B. Shop Drawings: Shop, drawings shall include, but not be limited to:
1. Complete layout and installation drawings and schedules with clearly,
indicated dimensions.
2. Detail drawings of all construction details.
C. Samples:
1. Samples of roof felt and shingles.
1.4 PRODUCT DELIVERY STORAGE AND HANDLING,
A. Storage of Materials: Keep materials dry during delivery and storage. Protect
against exposure to weather and contact with damp or wet surfaces. Stack
lumber, and provide air circulation within stacks.
B. Handling Materials: Handle all treated products as specified in AmericanWood
Preservers' Association, M4.
PART 2 - PRODUCTS
2.1 MATERIALS
A Lumber, General:
1.., Nominal sizes are shown, except as shown by detail dimensions. Provide
actual sizes as required by American Lumber Standard Committee,
National Grading Rule for Dimension Lumber PS -20, for the moisture
content specified for each use.
a. Provide dressed lumber, S4S, unless otherwise shown or specified.
b: Provide seasoned lumber .with 15 percent maximum moisture
content at time of dressing.
♦ 13 MG0214202.DOC(R01) 9-3
2. Provide the following grade and species:
a. Construction grade Douglas Fir, WWPA.
b. No. 1 Dimension Grade Southern Pine, SPIB.
B. Plywood:
1. Exterior Type CC, Construction Grade, Group 1. (American Lumber
Standard Committee, Plywood Standard, PS -1).
C. Accessories:
1. Nails, Spikes, and Staples: Galvanized for exterior locations, high
humidity locations, and treated wood; plain finish for other interior
locations; size and type to suit application.
2. Bolts, Nuts, Washers, Lags, and Screws: Medium carbon steel; size and
type to suit application; galvanized for exterior locations, high humidity
locations, and treated wood; plain finish for other interior locations.
3. Fasteners: Toggle bolt type for anchorage to hollow masonry. Expansion
shield and lag bolt type for anchorage to solid masonry or concrete.
Explosive actuated type anchors shall not be used.
D. Underlayment:
1. Underlayment shall consist of a single layer of 15 -pound felt lapped a
minimum of 4 inches.
E. Shingles:
1. Shingles shall conform to ASTM D308 and E108; Federal Specification
FS -S-001534, rated Class "A"; and Type 1 by Underwriter Laboratories,
as manufactured by Tamko Asphalt Product, GAF, Certainteed Co. or
equal.
2. Material shall riot be metallic or organic and color shall. be integral, not
painted or veneered.
— 3. Dimensions of shingles shall be at least 12" by 36" with a weight of 300
lbs. per 100 sq. ft.
4. Color shall be selected by the Owner.
F. Roofers Cement:
1. Roofers cement shall be approved brand which matches as nearly as
possible the general color of the shingles.
♦ 1314\GO214202.DOC(RO 1) 9-4
G: Waterproofing Membrane:
1. A high strength polyethylene with a rubberized asphalt adhesive shall be
applied to the last 3 feet of all
new roofing, as manufactured by Grace
Construction Products or equal.
2. The waterproofing membrane shall have the following
properties:
Property
Value
Test Method
Color
Gray Black
Tensile Strength (psi)
250 psi
ASTM D412
Thickness
40 mils
ASTM D3767,
Method A
Elongation -Ultimate
Failure of Rubberized Asphalt
250%
ASTM D412
Low Temperature
Flexibility
Unaffected at 25%
ASTM D1970
Adhesion to Plywood
3.0 lbs./in.
ASTM D903
Permeance
0.05 perms (max.)
ASTM D96
j Material Weight
30 lbs/100 sf
ASTM D461
H. Roof Scuttle:
1. Roof scuttle to be Type "S" galvanized steel as manufactured by Bilco
Company, Type S-20.
+ + END Of SECTION + +
♦ 1314\CO214202.D0C(R01) 9-5
SECTION 10A
PIPE
PART 1 - GENERAL
1.1 DESCRIPTION
A. Scope:
1. Contractor shall supply all labor, materials, equipment and incidentals
required to install, test, and put in satisfactory service, steel pipe as shown
on the Contract Drawings, as herein specified and required.
2. Extent of piping is shown on the Contract Drawings and in the Schedules
at the end of Division 15.
B. Related Work Specified Elsewhere:
1. Division 15, Sections on Piping, Valves and Appurtenances.
1.2 QUALITY ASSURANCE
A. Source Quality Control: Obtain pipe and fittings from one manufacturer.
B. Requirements of Regulatory Agencies:
1. Building Codes: Comply with applicable requirements of all governing
authorities and the following codes:
a, New York State Uniform Fire Prevention and Building Code.
b. NFPA 54, National Fuel Gas Code.
C. DOT, Department of Transportation (Formerly ICC).
d. OSHA, Occupational Safety and Health Association.
C. Reference Standards: Comply with applicable provisions and recommendations of
the following, except as otherwise shown or specified:
1. ASTM A53 Pipe steel, Black and Hot -Dipped, Zinc -Coated Welded and
Seamless.
2. ASTM A105/A 105M Forgings, Carbon Steel, for Piping Components.
♦ 1314\R0213206.DOC(R01) 10A-1
3. AWWA C151/A21.51; Ductile Iron Pipe.
4. AWWA C206, Field Welding of Steel Water Pipe.
5. ANSI B16.5, Dimension standards for Steel Pipe Flanges and Flanged
Fittings.
6. ANSI -B16.11 Forged Steel Fittings Socket Weld, and Threaded.
7. ASTM A 234 Piping Fitting and Wrought Carbon Steel and Alloy Steel
for Moderate and Elevated Temperatures.
8. ANSI B 2. 1, Pipe Threads.
9. SSPC-SP6, Steel Structures Painting Counsel Standard for Commercial
Blast Cleaning.
1.3 ,SUBMITTALS
A. Shop Drawings: Submit for approval the following:
1. Detailed procedures 'to be., used in jointing and installing piping system,
including manufacturer's recommendations.
2. Bill of materials indicating material composition of pipe, pressure rating,
nominal size and its location on the piping installation drawings.
B. Tests: Submit description of proposed testing methods, procedures and apparatus.
Submit copies of all test reports.
C. Certificates: Submit certificates of compliance with referenced standards.
1.4 PRODUCT DELIVERY, STORAGE AND HANDLING
A. :Refer to Sections 15051, 15052 and 13100.
PART 2 - PRODUCTS
2.1 MATERIALS AND SERVICE CONDITIONS
A. Steel pipe shall be ASTM A 53. Thickness class shall be Schedule 40 unless
otherwise indicated.
B. Material, manufacturing, operations, testing, and inspection of 'pipe shall be in
conformance with applicable portions of AWWA C200.
♦ 1314\R0213206.DOC(R01) 10A-2
C. All fittings shall have the same minimum wall thickness as the, pipe.
D: Unless otherwise specified, all steel pipe shall be furnished unlined and the
interior of all unlined steel pipe shall be sand blasted according to SSPC-SP6 and
immediately grease coated. The grease coating shall be maintained during
_ construction and shall be washed clean with solvents just before being placed in
service. Each piece of pipe and fitting must be completely cleaned before
installation.
E. Joints shall be provided at intervals so that piping, may be readily disassembled.
In general, flanges shall be located at all valves and equipment and in piping runs
so that individual sections of pipe may be readily removed if necessary. Submit
details of all flanged joint locations to Engineer for approval.
2.2 IDENTIFICATION
A. All pipeline materials shall be stamped, marked or identified with the following: .
1. Name of manufacturer.
2. Pipe size.
3. Material.
4. Wall thickness.
5. Rating.
PART 3 - EXECUTION
3.1 INSPECTION
A. The Contractor shall inspect all piping to ensure that piping is free of defects in
material and workmanship. The compatibility of all pipe, fittings and coatings
shall be verified.
r- -
+ + END OF -SECTION ++
♦ 1314\R0213206.DOC(RO1) 10A-3
SECTION 10B
LARGE DIAMETER VALVES, SPECIALS AND APPURTENANCES
PART I - GENERAL
1.1 DESCRIPTION
A. Scope:
1. Contractor shall furnish all labor, ..materials, equipment and incidentals
required to provide all valves and appurtenances as shown on the Contract
Drawings and specified herein.
2. The Work includes, but is not limited to, all types of valves, 4 -inch diameter
and larger required for buried, exposed, submerged and other types of piping
except where otherwise specifically included in other Sections.
B. Coordination:
1 Review installation procedures under other Sections and coordinate with the
Work which is' related. to this Section including buried piping installation,
exposed piping installation, site utilities, insulation, fire protection, heating,
ventilating and plumbing.
1.2 QUALITY ASSURANCE
A. Manufacturer's Qualifications:
1. Valves and appurtenances provided under this Section shall be the standard
products in regular production of a valve manufacturer(s).
B. Reference Standards: Comply with applicable provisions and recommendations of
the following, except as otherwise shown or specified.
1. AWWA C500, Gate Valves, .3 through 48 Inches NPS, For Water And
Sewage systems.
2. AWWA C508, Standard for Swing Check Valves for Waterworks Service, 2 -
inch through 24=inch NPS.
3. AWWA C509, Standard for Resilient -Seated Gate Valves, for Water and
Sewage.
4. ANSI B 16. 1, .Cast -Iron Pipe Flanges and Flanged Fittings.
♦ 1314\R0213207.DOC 10B-1
5. ANSI B 16.4, Cast -Iron Screwed Fittings.
6. ANSI A21.11, Rubber Gasket Joints for Ductile Iron and Gray Iron Pressure
Pipe and Fittings.
7. ASTM A48, Gray Iron Castings,
8. ASTM A126, Gray Iron Castings for Valves, Flanges and Pipe Fittings.
9. ASTM A307, Carbon Steel Externally Threaded Standard Fasteners.
10. ASTM A354, Quenched and Tempered Alloy Steel Bolts, Studs and Other
Externally Threaded Fasteners.
11. ASTM A436, Austenitic Gray Iron Castings.
12. ASTM A536, Ductile Iron Castings.
13. ASTM B62, Composition Bronze or Ounce Metal Castings.
14. ASTM D1784, Rigid Poly (Vinyl Chloride) (PVC) Compounds and
Chlorinated Poly (Vinyl Chloride) (CPVC) Compounds.
15. ASTM D2467, Socket -Type Poly (Vinyl Chloride) (PVC) Plastic Pipe
Fittings, Schedule 80.
16. AGMA Standards. .
17. NEMA, National Electrical Manufacturers Association.
18. ISA, Instrument Society of America.
C. Shop Tests:
I , All valves shall be shop tested at test pressures in accordance with the
requirements of applicable AWWA Standards. The manufacturer shall
certify that the required tests on the various materials and on the completed
-valves were performed and the valves were found conforming to the
requirements of AWWA Standards.
♦ 1314\R0213207.DOC 1 OB -2
1.3 SUBNHTTALS
A. Shop Drawings: Submit for approval Shop Drawings showing the following:
1. Manufacturer's literature, illustrations, specifications and engineering data
including dimensions, materials, size and weight.
2. Fabrication, assembly, installation and wiring diagrams.
3. Setting drawings, templates, and directions for the installation of anchor
bolts and other anchorages.
_ B. Operation and Maintenance Manuals: Submit complete installation, operation and
maintenance manuals, including copies of all approved Shop Drawings, as specified
in Section 01730, Supplementary Mechanical and Electrical Requirements.
iC. Certificates of shop testing of valves as specified in Paragraph 1.2,C.
1.4 PRODUCT DELIVERY, STORAGE AND HANDLING
A. Handle all valves and appurtenances very carefully. Valves which are cracked,
dented or otherwise damaged or dropped will not be acceptable.
B. Store all valves and appurtenances in an approved enclosed shelter off the ground.
PART2-PRODUCTS
2.1 MATERIALS
A. General:
1. All valves shall have manufacturer's name and working pressure .cast in
raised letters on valve body.
2.. All manual valve operators shall turn clockwise to close the valves. An
arrow with the word "close" shall be cast on each operator to indicate
direction of closing.
3.
4.
5.
♦ 1314\R0213207.DOC
All flanged valves shall have ends conforming to ANSI B16.1, Class 125.
All bolts, nuts and washers required to connect flanged valves in the
clearwell shall be of Type 304 stainless steel.
Exposed flanged valve connections shall be with bolts, nuts, and washers
conforming to ASTM A 307, Grade B; or ASTM A 354.
I[I]9-B]
6. All bolts and nuts shall have hexagon heads. Gasket material shall be
suitable for the specified service.
B. Gate Valves:
1. For Exposed Ductile Iron Pipe:
a. Exposed gate valves shall be ductile iron body resilient wedge type
conforming to ANSI/AWWA C509. Gate valves 4 inches and larger
shall be rated for 200 psig working pressure.
b. Rubber shall be permanently bonded to the disc per the'requirements
of ASTM D429.
C. All gate valves shall open counter -clockwise, shall be furnished
without bypasses and shall be suitable for vertical or horizontal
mounting.
d. Gate valves shall be furnished with flanged ends and nonrising stems
and as shown on the Contract Drawings.
e. Exposed, manually operated gate valves shall be equipped with
handwheels.
f. Manufacturer:
1) Clow Corporation.
2) M and H Valve Company.
3) Kennedy Valve Manufacturing Company.
4) Mueller.
5) Or equal.
C. Swing Check Valves: .
1. Check valves shall be quiet closing horizontal swing check valve with
outside weight and lever. The valves shall be installed in the horizontal
position and shall be of the swing check design such that the hinge shaft is
above the water way.
2. The valve body shall be cast iron ASTM A126 -B. The disc arm and
chamber lever shall be of heavy steel construction. The hinge shaft shall
♦ 1314\R0213207.DOC
l OB -4
3.
4.
5.
1
T
8
be. of stainless steel ASTM A276 and of adequate diameter to withstand a
complete hydraulic unbalance working pressure of 175 psi on the valve
disc.
The manufacturer, if required by the Engineer shall submit design
calculations of principle component stresses to substantiate the integrity of
the valve for the working pressure involved.
The valve counterweight shall be designed to assume the closed position
by gravity under no flow conditions in a horizontal pipeline.
The valve when closed shall be tight seating by way of a resilient
replaceable seat against a replaceable bronze seat ring in the body.
Material and workmanship shall be first class throughout and shall
conform to AWWA C508 -Standard for Swing Check Valves.
All check valves shalt be hydrostatically tested at 350 psi and non -shock
test of 175 psi in the closed position. Certification of test results for each
valve shall be submitted to the Engineer.
Manufacturer:
a. Clow Corporation.
b. M&H Valve Company.
C. Or equal.
D. Gauges:
1. Pressure, gauge shall be installed on discharge connection to well pump. Air
line drawdown gauge shall, be installed on well pump head.
2. Materials are as follows:
a. Case: Plastic: dust proof .
b. Stainless Steel: Bourdon tabe
C. Cocks Each Gauge: Brass Ball Valves
d. Miscellaneous Piping: Brass
e. Snubber: Type 316 Stainless Steel
1314\R0213207.DOC 1 OB -5
f Dial Size: 4-1/2 inches with a plastic case -and white face with black
markings. Window shall be acrylic with a micrometer adjustable
black aluminum pointer.
3. - Range:
a. Scale shall be as required for the application and as approved by the
Engineer.
4. Accuracy: X1/2% of full scale
5. Manufacturer:
a. Ashcroft - Model 1279
b. Marsh
C.- Or equal.
2.2 SURFACE PREPARATION AND SHOP PAINTING
A. Surface preparation and shop painting are required for all ferrous metals, equipment
and accessories, and shall be as specified under Section 09900, Painting.
B. Ferrous metal internals of valves shall be painted in accordance with the applicable
AWWA Standards.
C. Items of equipment shall be finish painted by the manufacturer in accordance with
Section 09900. Color shall be as approved by the Engineer. If any damage to the
paint system- occurs during delivery, the equipment shall be repainted as directed by
the Engineer.
PART 3 - EXECUTION
3.1 INSTALLATION
A. The valves and appurtenances shall be installed by the Contractor in accordance
with the details shown on the Drawings,. and in accordance with approved Shop
Drawings and manufacturer's instructions. Installation shall include famishing all
required oil and grease for initial operation. Grade and types shall conform to the
manufacturer's recommendations.
B. Provide valves in quantity, size, and type with all required accessories as shown on
the Drawings. Install all valves and appurtenances in accordance with
manufacturer's instructions.
♦ 1314\R0213207.DOC 1 OB -6
3.2
C.. Install suitable corporation stops at all points shown and required where air binding
of pipe lines might occur.
D. Install all valves so that operating handwheels or wrenches may be conveniently
turned from operating floor but without interfering with access, and as approved by
Engineer.
E. Unless otherwise approved, install all valves plumb and level. Valves shall be
installed free from distortion and strain caused by misaligned piping, equipment or
other.causes.
F. Installation of all valves, , specials and appurtenances shall, conform to the
`requirements of Sections 15051 and 15052 where applicable.
FIELD TESTS AND ADJUSTMENTS
A. Adjust all parts and components as required to provide correct operation.
B. Conduct functional field test of each valve in presence of Engineer to,demonstrate
that each part and all components together f motion correctly.
C. Test all installed valves hydrostatically with the corresponding piping at test
pressures specified in Sections 15051 and 15052. Valves shall withstand full test
pressures without any visible leakage. All necessary testing equipment and labor
shall be provided by the Contractor. Valves found, defective shall be repaired or
replaced at the Contractor's expense.
+ + END OF SECTION + +
♦ 1314\R0213207.DOC 1 QB -7
SECTION 11
ELECTRICAL WORK
(DIVISION 16)
16.0 Scope of Work
A. Description
1. Scope: `Contractor shall famish all labor, materials, equipment and
incidentals required to complete the electrical work shown on the Drawings,
as specified and as directed by the Owner. The scope of work shall include,
but shall not necessarily be limited to, the following:
a. Furnish and install a new electrical service for a new nonpotable
water supply well.
b. Furnish and install an electrical system, including underground
electric service, service disconnect, manual transfer switch,
panelboard, reduced voltage motor starter, lighting, etc., for the new
nonpotable water supply well to be used for fire fighting purposes.
C. Coordinate new electrical service with Long Island Power Authority
(LIPA) as required.
2. Coordination:
a. Review installation procedures under other Sections and coordinate
the installation of all items that must be installed under the electrical
sections.
b. Coordinate the electrical work with all other related work as
required.
'1' General:
a. Dimensions that are related to equipment are based on one
manufacturer's equipment. The dimensions of the equipment
finished shall be coordinated with the space allocated for that
equipment.
♦ 1314\R0213208.DOC
b. The Drawings show the principal elements of the electrical
~� installation. The Drawings are not intended as detailed working
drawings for the electrical work, but as a complement to the
Specifications to clarify the principal features of the electrical
systems.
C. It is the intent of this Section that all equipment and devices,
furnished and installed under this and other Sections, be properly
connected and interconnected electrically with other equipment so as
to render the installations complete for successful operation,
regardless of whether all the connections and interconnections are
specifically mentioned in the Specifications or shown on the
Drawings.
d. It is the intent of this section that no electrical poles, lines, conduits,
boxes, equipment or device furnished and installed under this section
be. installed directly over or above the proposed limits of the
Geomembrane as shown on ' the Drawings or as otherwise directed
by the Owner.
e. Mounting heights of switches, receptacles, fixtures and other devices
noted in the Specifications are to the bottom of the device.
f. It is the intent of these specifications to require a complete raceway
system fabricated from rigid galvanized steel components, except
where specifically noted otherwise.
4. Work Included but Specified Elsewhere:
x " a. Concrete work for equipment pads and conduit encasement shall
conform to the requirements of Division 6, Concrete.
b. Anchor bolts and other fasteners.
B. :(duality Assurance
1: Requirements of Regulatory Agencies:
j r a. Permits: The Contractor shall obtain all permits required to
7 commence Work and, upon completion of the work, the Contractor
shall, at his/her own expense, furnish the Owner with a Certificate of
i Inspection from the New York Board of Fire Underwriters or other
approved inspection firm acceptable to the Owner, attesting that all
electrical work in this Contract has been inspected and is in
compliance with the National Electrical Code.
n ♦1314\R0213208.DOC 11_2
b. Codes: Material and equipment shall be installed in accordance with
the current standards and recommendations of the National Electrical
Code, the National Electrical Safety Code and with local codes
which apply. Where discrepancies arise between codes, the most
restrictive regulation shall apply.
C. Tests by Independent Regulatory Agencies: Electrical material and
equipment shall be new and shall bear the label of the Underwriters
Laboratories, Inc., or other nationally recognized, independent
testing laboratory, wherever standards have been established and
label service regularly applies.
2. Reference Standards: Electrical material and equipment shall conform in all
respects to the latest approved standards of the following:
a. National Electrical Manufacturers Association (NEMA).
b. The American National Standards Institute (ANSI).
C. The Institute of Electrical and Electronic Engineers (IEEE).
d. Insulated Cable Engineers Association (ICEA).
e. National Electrical Code (NEC).
f. National Electrical Safety Code (NESC).
g. Occupational Safety and Health Code (OSHA).
h. Long Island Power Authority (LIPA).
C. Submittals
I: General: Submittals shall conform to requirements of the General and
Special Conditions.
2. Shop drawings shall include the following information to the extent
applicable to the particular item:
a. Manufacturer's name and product designation or catalog number.
b. Electrical ratings.
♦ 1314\R0213208.DOC 11-3
C. Conformance to applicable standards or specifications of ANSI,
ASTM, ICEA, IEEE, ISA, NEC, NEMA, NFPA, OSHA, UL, or
other organizations.
d. Dimensioned plan, section, and elevations showing means for
mounting, conduit connection and grounding.
e. Materials and finish specification, including paints.
f. 'List of components including manufacturer's names and. catalog
numbers.
g. Internal wiring diagrams indicating all connections to components
and numbered terminals for external connections.
h. Manufacturer's instructions and recommendations for installation,
operation and maintenance.
i. Manufacturer's recommended list of spare parts.
D. Project Close-out
1. Operation and Maintenance Data shall conform to requirements of the
General and Special Conditions.
2. Certificate of compliance from the New York Board of Fire Underwriters or
other authority having jurisdiction shall be provided upon job completion
prior to submission of final payment.
3. Record Drawings: In addition to other requirements of the Contract
Documents, the record drawings shall include the following:
a. One line wiring diagrams of the complete distribution system.
b. Actual in place conduit and cable layouts with schedule of conduit
sizes and number and size of conductors.
C. Layout . and arrangement of all equipment requiring electrical
connections.
d. Control and noncontrol wiring diagrams with terminal numbers. and
all devices identified and indicating point to point terminations.
e. Copies of all as -built panel schedules, which shall also be affixed -to
the appropriate panels.
♦ 1314\R0213208.DOC 11-4
E. Product Delivery,
1. Delivery of Materials: Contractor shall instruct the manufacturers and
vendors as to the maximum shipping sizes of equipment that can be
accommodated at the project site.
2'. Storage: Electrical equipment and material shall be stored and protected in
accordance with Division l and General and Special Conditions.:
F. Identification of Equipment'
1. All electrical items shall be identified. Identification shall be in addition to
the manufacturer's nameplates and shall serve to identify the items function
and the equipment or system which it serves or controls..
2. All new equipment shall be identified by means of laminated phenolic
nameplates incised to show one -inch high, white letters on a black
background. Labels shall be fastened by means of 3/16 -inch diameter,
round -head, stainless steel, self -tapping screws. Equipment whose
designation has been changed shall be relabeled accordingly.
3, Wires and cables shall ' be color coded and identified by means of wire
markers.
4. Pull and junction boxes shall be identified with laminated . phenolic
nameplates showing the names of the feeders or system wires and cables
passing through them.
5. The text, size and type of lettering; and the location of identifying labels or
tags, shall be approved by the Owner.
G. Procedures for Installation
1. The Contractor is cautioned to perform the Work with due regard to safety
and in a manner that will not interfere with, or in any way, cause interruption
of any of the functions of the facilities at the project site.
2. Work shall be carried out without disruption to facility operations.
3. No existing equipment shallbe removed, or any live circuits disturbed,
without the specific direction and approval of the Owner and without
clearance by appropriate representatives of the Owner. Whenever such work
is contemplated, the Contractor shall submit to the Owner a written request
♦ 1314\R0213208.DOC 11-5
_a k
for scheduling such work. Written request shall be received 10 working days
prior to the date on which the proposed work is to be performed.
4. All applicable safety procedures shall be complied with.
H. Area Classifications
1. Wet Locations: The following unclassified areas.shall be considered wet
locations:
a. All outdoor. locations, unless otherwise specified.
b. Materials, equipment and incidentals in areas identified as wet
locations shall meet NEC and NEMA requirements for wet
locations. Enclosures installed in wet locations shall meet NEMA
4X stainless steel requirements as a minimum. Conduits shall be
terminated at enclosures with watertight, threaded hubs.
2. Dry Locations: The following unclassified area shall be considered dry
locations:
--- - --- a. Inside the proposed pump house.
b. Materials, equipment and incidentals in areas identified as dry
locations shall meet NEC and NEMA requirements for dry locations. -
Enclosures installed in dry locations shall be NEMA 12 unless
otherwise stated.
16.1 Conduit
A. Scope
1. Contractor shall famish all labor, materials, equipment and incidentals
required to provide conduit and fittings as shown and specified to form
complete, coordinated and grounded raceway systems.
2. The types of conduit required shall include the following:
a. Rigid galvanized steel for all conduit runs, unless otherwise noted.
3. Unless otherwise shown, all conduits shall be run exposed..
• 1314\R0213208.DOC 11-6
B. Coordination
1. Conduit runs shown are diagrammatic. Contractor shall coordinate conduit
installation with piping, ductwork, lighting fixtures, and other systems and
equipment, and locate so as to avoid interferences.
2. Prior to installation of conduit, Contractor shall verify equipment locations
where conduits are to be terminated and shall verify the size of conduit
required for the actual size and number of wires to be installed in the
conduits.
C. Related Work Specified Elsewhere:
1. Section 16.2, Sealing Fittings.
2. Section 16.3, Flexible Conduits.
3. Section 16.5, Pull and Junction Boxes.
4. Section 16.6, Outlet Boxes.
D:- -----Quality-Assurance-
1.
----QualityAssurance 1. Reference Standards shall comply with applicable provisions and
recommendations of the following, except where otherwise shown or
specified:
a. NEC Article 344, Rigid Metal Conduit.
b. UL Standard No. 6, Rigid Metal Electrical Conduit.
C. LTL Standard No. 514, Electrical Outlet Boxes and Fittings.
d. ANSI C80.1, Specification for Zinc Coated Rigid Steel Conduit.
e. ANSI C80.4, Specification for Fittings for Rigid Metal Conduit and
Electrical Metallic Tubing.
E. Submittals
1. Shop Drawings: The following shall be submitted for approval:
a. Manufacturer's catalog cuts and technical information for the
conduit, fittings, tooling, installation techniques and supports
proposed for use.
♦ 1314\R0213208.DOC 11-7
PA
b. Construction details of conduit racks and other conduit support
systems. Calculations shall be included confirming the adequacy of
the proposed systems to support the weight of the conduits and
cables being furnished.
C. Layout drawing showing proposed routing of exposed conduits,
conduits embedded in structural concrete and conduits directly
buried in earth. Drawings shall show rack supports, locations of pull
and junction boxes, all penetrations in walls and floor slabs, seals
and hazardous area sealing fittings, and equipment where conduit
terminates.
Record Drawings shall include the actual routing of exposed and concealed
conduit runs on record drawings.
F. Materials
2.
Rigid Galvanized Steel Conduit, Elbows and Couplings:
a. Material: Rigid, heavy wall, hot dip galvanized, smooth coated
interior, tapered threads and carefully reamed ends, 3/4 -inch NPS
minimum size..
b. Manufacturers: Material manufactured by one of the following shall
be provided:
• Allied Tube and Conduit
• Western Tube and Conduit
• Or approved equal as listed by U.L.
Conduit Fittings and Outlet Bodies:
a. Material and Construction: For rigid conduit systems, use cast iron
bodies and covers; all units to be gasketed and watertight. Gaskets to
be of an approved type designed for the purpose. Improvised gaskets
not acceptable. All units to be threaded type with five full threads.
Material to conform to ANSI C80.4 and be listed by UL. All screws
and miscellaneous hardware shall be stainless steel.
♦ 1314\R0213208.DOC 11-8
b.
Manufacturers: Material manufactured by one of the following shall
be provided:
• Crouse -Hinds Company
• Appleton Electric Company
• Killark
• Or approved equal
3. Conduit Hubs:
J a.
Material: Threaded conduit hub, vibration proof, weather proof with
captive O-ring seal and insulated throat.
b.
Use: Provide for all conduit terminations to boxes, cabinets and
other enclosures.
1r- C.
Manufacturer: Provide material manufactured by Myers Electrical
Products Company or approved equal.
4. Supports, Fasteners:
a.
Individual rigid conduits shall be supported using cast one -hole
straps and back straps.
b.
Multiple rigid conduits shall be supported on hot -dip galvanized
(Electro -galvanized is not acceptable) electrical channel with straps..
C.
Threaded fasteners shall be stainless steel, including screws, anchors,
rods, nuts, spacer washers and miscellaneous items.
G. Installation
L. Installation shallbe in conformance with National Electrical Code
requirements.
2. Dissimilar Metals:
t
a. Contractor shall take every action to prevent the occurrence of
electrolytic action between dissimilar metals.
♦ 1314\R0213208.DOC 11-9
3.
b. Contractor shall not use copper products in connection with
aluminum work, and do not use aluminum in locations subject to
drainage of copper compounds on the bare aluminum.
Supports:
a. Rigidly support conduits by clamps, hangers, channels or conduit
racks.
b. Support single conduits by means of one -hole pipe clamps in
combination with one -screw back plates to raise conduits from the
support surface. Support multiple runs of conduits on trapeze type
hangers with hot -dip galvanized steel horizontal members and
threaded hanger rods, Kindorf or equal. Rods shall be not less than
3/8 -inch diameter and shall be stainless steel.
Fastenings: Fasten raceway systems rigidly and neatly to supporting
structures by the following methods:
a. To Wood: Wood screws.
b. To Hollow Masonry Units: Toggle bolts.
C. To Brick Masonry: Price expansion bolts or equal.
d. To Concrete: Phillips, Hilti Corporation, or equal, anchors.
e. To Steel: Welded threaded studs, beam clamps or bolts with lock
washers or lockouts.
Plug or cap conduit ends at the time of installation to prevent the entrance of
moisture and foreign materials.
Empty Conduits:
a. Install nylon pull wire in each empty conduit and cap conduits not
terminating in boxes with permanent fittings designed for the
purpose.
b. Identify each empty conduit with a durable tag.
Make underground and embedded conduit joints watertight to prevent
ground water from entering conduits.
11-10
ns.
and
ing
oor
hed
not
ills,
ices
'the
.ord
-ade
ion,
ling
able
H. Testing
1. Test conduits by pulling through each conduit a cylindrical mandrel not less
then two pipe inside diameters long, having an outside diameter equal to 90
percent of the inside diameter of the conduit.
2.. Maintain a record, by number, of all conduits testing clear.
16.2 Flexible Conduits
A. Scope
1. Contractor shall provide all labor, materials, equipment and incidentals as
shown, specified and required to finish and install flexible metallic conduit.
B. Quality Assurance
1. Reference Standards: Comply with applicable provisions and
recommendations of the following except where otherwise shown or
specified.
a. NEC Article 350, Liquid -Tight Flexible Metal Conduit.
b. UL Standard No. 360, Liquid -Tight Flexible Steel Conduit.
C. Submittals
1. Shop Drawings: The following shall be submitted for approval:
a. Manufacturer's catalog literature, specifications and technical data
for flexible conduit and fittings proposed for use.
D. Materials
11 Flexible Conduit:
a. Material: Flexible galvanized steel core with smooth, abrasion
resistant, liquid -tight, neoprene cover. Continuous copper ground
built in for sizes 3/4 -inch through 1-1/4 inch. Material shall be UL
listed.
♦ 1314\R0213208.DOC
11-13
b. Product and Manufacturer: Provide one of the following:
• Sealtite UA by Anaconda Metal Hose Division, Anaconda
American Brass Company.
• Liquatite Type L.A. by Electri-Flex Company.
• Or approved equal.
2. Flexible Conduit' Fittings:
a. Material and Construction: Steel with galvanized finish. Fittings
shall adapt the conduit to standard threaded connections, shall have
an inside diameter not less than that of the corresponding standard
conduit size and shall be UL listed.
b. Manufacturers: Provide products of one of the following:
• Thomas and Betts.
• Or approved equal.
E. Installation
1. Install at motors and equipment which are subject to vibration or require
movement for maintenance purposes. Provide necessary reducer where
equipment famished cannot accept 3/4 -inch size flexible conduit. Limit
flexible conduit length to 3 feet maximum and install only where required as
noted above.
2. Install in conformance with National Electrical Code requirements.
16.3 600 Volt Cable
A. Scope
1. Contractor shall furnish all labor, materials, equipment and incidentals
required to provide 600 -volt cable as shown and specified.
B. Related Work Specified Elsewhere
1. Section 16.9, Grounding System.
♦ 1314Ut0213208.DOC 11-14
G.
2. Pulling:
3.
4.
5.
Q
a. Use insulating types of pulling compounds containing no mineral
oil.
b. Pulling tension shall be within the limits recommended by the wire
and cable manufacturer.
C. Use a dynamometer where mechanical means are used.
d. Cut off section subject to mechanical damage.
Bending Radius: Limit to six times cable overall diameter.
Slack: Provide maximum slack at all terminal points.
Splices:
a. Where possible, install cable continuous, without splice, from
termination to termination.
b. Where required, splice injunction box using terminal boards.
C. Splices in conduits are not allowed.
d. Use of screw shell splices ("wire nuts") is not permitted.
Identification: Identify all conductors by circuit number and phase or wire
number, at each terminal or splice location. Control conductors shall be
numerically coded.
7. Color code power cables as follows: 240 Volt Systems - Blue, black, and
red. Equipment Ground - Green. Isolated Ground - Green with yellow stripe.
The high voltage leg of the 240 -volt system shall be red.
Testing
1. Test each electrical circuit after permanent cables are in place to demonstrate
that the circuit and connected equipment perform satisfactorily, and that the
cables are free from improper grounds and short circuits.
♦ 1314\R0213208.DOC 11-17
2. Individually test 600 -volt cables for insulation resistance between phases
and from each phase to ground. Test after cables are installed and before
they are put in service with a Megger whose rating is suitable for the tested
circuit. Tests shall meet with the applicable specifications of ICEA S-66-524
and NEMA WC7-1971.
3. The insulation resistance for any given conductor shall not be less than the
value recommended by the ICEA or a minimum of 1 megohm for 600 -volt
and less service, if not ICEA listed. Any cable not meeting the
recommended value or which fails when tested under full load conditions
shall be replaced with a new cable for the full length at no additional cost to
the Owner.
16.4 Pull and Junction Boxes
A. Scope
1. Contractor shall furnish all labor, materials, equipment and incidentals
required to provide pull and junction boxes as shown, specified or required. -
B. Quality Assurance
i 1. Reference Standards: Comply with applicable provisions and
recommendations of the following except where otherwise shown or
specified:
l _ J
a. NEC Article 314, Outlet, Device, Pull and Junction Boxes; Conduit
Bodies; Fittings; and Manholes.
b. UL Standard No. 50, Electrical Cabinets and Boxes.
2. Coordination:
a. Coordinate pull box and junction box installations with piping and
other systems and structures. Locate clear of interferences.
C. Submittals
1. Shop Drawings: Submit for approval copies of manufacturer's technical
information for pull and junction boxes proposed for use.
♦ 1314\R0213208.DOC 11-18
D. Materials
1
2.
Junction and Pull Boxes; Small:
a. Material and Construction:
• Unless otherwise noted on the Drawings, cast iron bodies and
covers with galvanized finish.
• Neoprene gaskets. Gaskets shall be of an approved type designed
for the purpose. Improvised gaskets shall not be acceptable.
• Stainless steel cover screws.
• External mounting lugs.
• Integral cast insulated hubs.
• . Boxes where conduits enter a building below grade shall have
1/4 -inch drain hole.
b. Boxes in wet locations shall meet NEMA 4X requirements.
C. Manufacturers: Provide material manufactured by one of the
following:
• Crouse -Hinds Company.
• Appleton Electric Company.
• Stahlin Enclosures/Robroy Industries.
• Or approved equal.
Junction and Pull Boxes; Large:
a. Large boxes not available in cast construction ' shall be NEMA 4X,
fabricated from type 304 stainless steel. Boxes shall have
continuously welded seams.. Welds shall be ground smooth. Box
bodies shall be flanged and shall have no holes or knockouts. Box
bodies shall not be less than 14 gauge metal and covers shall -not be
less than 12 gauge metal. Covers shall be fastened with stainless
steel hinges and screws. Covers on pull boxes larger than 24 -inch x
24 -inch shall have handles and shall be reinforced and rigid. All
conduit entries to sheet metal boxes shall be made using gasketed
"O-ring" insulated hubs.
• 1314\R0213208.DOC 11-19
E. Installation
1. Mount boxes so that sufficient access and working space is provided and in
accordance with the requirements of the National Electrical Code.
1
2. Securely fasten boxes to walls or other structural surfaces on which they are
mounted with stainless steel hardware.. Provide independent heavy duty,
stainless steel supports where no walls or other structural surface exists.
3. Install pull boxes in runs containing more than three 90 degree bends, runs.
exceeding .200 feet, where indicated on the Drawings and in conformance
.with the National Electrical Code.
4. Size junction and pull boxes in accordance with the requirements of the
National Electrical Code.
5. Provide copper terminal blocks in junction boxes where junction or splices
are required in cables. Power terminal blocks shall be rated from 50 to 150
amperes, 600 volt, with one piece phenolic material and binding screw type,
as manufactured by GE type CR2960SYI39C series or equal. Wire nuts are
not permitted.
6. Metal barriers shall be installed in all pullboxes containing shielded
instrumentation cable and power cable. The barriers shall separate the
shielded instrumentation cable from the power cable.
16.5 Outlet Boxes
A. Scope
1. Contractor shall famish all labor, materials, equipment . and incidentals
required to provide outlet boxes for mounting wiring devices and for
supporting lighting fixtures as shown, specified and required.
B. -Quality Assurance
1. Reference Standards: Comply with applicable provisions and
r
recommendations of the following except where otherwise shown or
specified:
t
a.. NEC Article 314, Outlet, Device, Pull and Junction Boxes; Conduit
Bodies; Fittings; and Manholes.
b. UL Standard No. 514, Electrical Outlet Boxes and Fittings:
♦ 1314\R0213208.DOC 11-20
C. Materials, .
1. Device Boxes:
a. Material: Cast iron with galvanized finish, weathertight in wet
locations. Boxes shall include external mounting lugs.
b. Device Cover Plates (Receptacles and Miscellaneous Items Only):
• Weather tight cast iron for wet locations.
• Weather tight, gasketed spring door.cover.
• Integral with device for hazardous locations.
• Stainless steel screws and hardware.
C. Manufacturers: Provide material manufactured by one of the
following:
• Crouse -Hinds -Company.
• Appleton Electric Company.
• Carlon Electrical Products.
• Or approved equal.
D. Installation
1. Fasten boxes rigidly and neatly to supporting structures, with stainless steel
hardware.
2:. For units mounted on masonry or concrete walls, provide suitable 1/2 -inch
spacers to prevent mounting back of box directly against wall.'
3. Leave no open conduit holes in boxes. Close unused openings with capped
bushings
4. Label each circuit in boxes and identify with durable tag.
5. Install in conformance with National Electrical Code.
♦ 1314\R0213208.DOC 11-21
16.6 Motor Starters
A. Scope
1. Contractor shall fizrnish all labor, materials, equipment and incidentals
required to provide individually mounted motor starters as shown and
specified.
B. Quality Assurance
1. Reference Standards: Comply with applicable, provisions, and
recommendations of the following except where otherwise shown or
specified.
a. NEMA Standard ICS2-110, General Standards for Manual and
Magnetic Controllers.
b. NEMA Standard ICS2-321 AC General Purpose Class A
Controller for Squirrel Cage Induction Motors, 600 volts and less.
C. UL Electrical Construction Materials Directory (NLDX).
d. National Electrical Code.
C. Submittals
1. Shop Drawings: Submit for approval, copies of manufacturer's technical
information for motor starters proposed for use.
D. Materials
1. Solid -State Reduced Voltage Motor Starter:
a. Solid state starter shall be U.L. listed.
b. Solid state starter shall be of the voltage ramping type.
C. The starting current shall be adjustable from 100% to 400% of motor
full load current.
d. The starting ramp period shall be adjustable from 2 to 30 seconds.
e. The stopping ramp -down period shall be adjustable 2 to 30 seconds.
♦ 1314\R0213208.DOC 11-22
f. The SCR based power section shall consist of six back-to-back
SCRs and shall be rated for a minimum peak inverse voltage of
1,500 volts PIV.
g. Starter shall be rated heavy duty. Horsepower ratings shall be as
required for well pump.
f h. The starter shall include over temperature protection, shorted SCR
protection, and phase imbalance/phase loss protection.
i. The starter shall include metal oxide varistors for transient
protection.
If any of the conditions described in (h) occurs, an overload is
detected from the bimetallic overload relay, or phase failure is
detected from the phase failure relay, starting of the motor shall be
inhibited or the solid state starter shall be shut down if operating.
k. Each starter shall include a magnetic only circuit breaker for short
circuit protection. Continuous current rating shall be as required for
motor. Interrupting rating shall be 22,000 amps symmetrical at 240
volts.
1. The starter shall be furnished with an externally operable hand reset
ambient compensated bimetallic overload relay with heaters sized
for _motor full load current.
In. Provide the following accessories for each starter:
• One normally open and one normally closed auxiliary motor run
contacts.
• On-off maintained contact selector switch
• . One normally open and one normally closed contract to signal
solid -state starter alarm condition (over temperature, shorted
SCR).
• Pilot light for motor run indicator (door mounted).
• Master terminal strip for all remote connections.
• Control power transformer with fused primary and secondary.
• Thermostatically controlled internal space heater.
• Any relays or protective devices required for pump.
♦ 1314\R0213208.DOC 11-23
n. Enclosure: NEMA 1.
o. Provide six spare solid state starter SCRs suitably wrapped, crated
and protected for long-term storage for each size starter being
provided.
P. Product and Manufacturer:
• Cutler -Hammer Type ES
• Allen Bradley SMC Plus
• Siemens Class 71
• Or approved equal.
E. Installation
1. Mount equipment so that sufficient access and working space is provided
for safe operation and maintenance.
2. Securely fasten enclosure to wall or other mounting surfaces. Where local
wall is not available, provide stainless steel channel supports to rigidly
support equipment. Space starter enclosures 1/2 inch from mounting surface.
3. Install in conformance with the National Electrical Code.
F. Adjustment
1. Adjust all adjustable motor starter settings for satisfactory equipment
operation as directed by the Owner.
2. Provide motor overload heaters and relay adjustments to match actual
motor nameplate current of motors furnished with equipment.
16.7 Lighting and Distribution Panelboard
A. Scope
1. Contractor shall furnish all labor, materials, equipment and incidentals
required to provide lighting and distribution panelboards as specified.
♦ 1314\R0213208.DOC 11-24
B. Quality Assurance
1. Reference Standards: Comply with applicable provisions and
recommendations of the following except where otherwise shown or
specified:
a. NEC Article 408, Switchboards and Panelboards.
b. UL Standard #50, Electrical Cabinets and Boxes.
c. UL Standard #67, Electric Panelboards.
d. NEMA PBI, Panelboards.
e. UL Standard #698, Circuit Breaker Panelboard Assembly.
C. Submittals
1. Shop Drawings: Submit for approval copies of manufacturer's technical
information for panelboards, including circuit breakers and schedules for
particular panelboards.
D. Materials
1. Panelboards:
a. Rating: voltage rating, current rating, number of phases, number of
wires and number of poles shall be as described in this specification,
service entrance rated if required.
b. Circuit breakers: Molded case, thermal magnetic type with number
of poles and trip ratings as described in the Specifications.
C. Branch circuit interrupting capacity minimum 22,000 ampere rms
symmetrical for 120/208V (or 120/240v) panelboards.
d. Bus Bars: 98 percent conductivity copper. All 4 -wire panelboards
shall have a solid neutral bar. All panels shall have ground bus.
e. Main: Circuit breaker or main lugs only as indicated in these
Specifications.
f. Branch circuit breakers connected for sequence phasing.
g. Construction: Ample gutter space, flush door, flush snap latch and
lock. Panelboard enclosures shall be NEMA 1.
♦ 13141R0213208.DOC 11-25
h. Tran: Surface as required to meet requirement of mounting.
i. Directory: Typed card with glass cover in frame on back of door .
giving the circuit numbers and the area or equipment served.
j. Identification: Nameplate identifying the panel number and voltage.
k. Product and Manufacturer: Provide the following:
• 120%208 or 120/240 Volt Panels:
Pow -R -Line by Cutler -Hammer.
= `.`Type NQOD" by Square D.
Or approved equal
E. Installation
1. Mounting: Panelboards shall be surface mounted, .and provided with hinged
cover door with latch, lock, and four keys.
.2. Directory: Complete typewritten directory indicating items controlled by
each circuit breaker and the size of feeder serving the panel.
3. Balance the loads on the panelboards: "
16.8 Disconnect Switches
A. Scope
1. Contractor shall furnish all labor, materials, equipment and incidentals
required to provide disconnect switches as shown and specified, , and as
required by the National Electrical Code.
B. Quality Assurance
1 Reference " Standards: Comply with applicable provisions and
recommendations of the following except where otherwise shown or
specified:
a. National Electrical Code.
b. UL #98, Enclosed Switches.
C. NEMA KS -1, Enclosed Switches.
1314\R0213208.DOC
11-26
C. Submittals
1. Shop Drawings: Submit for approval copies of manufacturer's technical
information for disconnect switches proposed for use.
D. Materials
1. Disconnect Switches (Single Throw):
a. Type: Circuit breaker type; fused or non-fused switch type; service
entrance equipment rated where applicable; voltage .and current
rating all as indicated herein, horsepower rated, heavy-duty, single
throw, two pole and three pole with visible blade and safety handle,
lockable in the open position.
b. Enclosure: NEMA 1.
C. Provide nameplate identifying equipment being disconnected.
d. Provide brass padlock, keyed to Owner's master key system, for
each switch.
e. Product and Manufacturer: Provide material manufactured by one of
the following:
• Crouse -Hinds Company
• Appleton Electric Company
• Square D
• Or approved equal
2. Disconnect switch voltage ratings shall be suitable for equipment served.
E. Installation
1. Mount equipment so that sufficient access and working space is provided for
ready -and safe operation and maintenance. Mount all, disconnect switches
four feet above floor level.
2. Securely fasten equipment to walls or other structural surfaces on which
they are mounted. Provide independent stainless steel supports where no
wall or other structural surface exists.
• 1314\R0213208.DOC 11-27
3. Furnish and install disconnect switches where required herein.
4. Furnish and install disconnect switches, as a minimum, in all locations
required by the National Electrical Code.
5. Disconnect switch voltage ratings shall be suitable for equipment served.
16.9 Grounding System
A. Scope
1. Contractor shall furnish all labor materials equipment and incidentals
required to provide a complete grounding system for the new facilities as
shown, specified and required by the National Electrical Code.
B. Quality Assurance
1. Reference Standards: Comply with applicable provisions and
recommendations of the following except where otherwise shown or
specified:
a. NEC Article 250, Grounding.
b. UL Standard #467, Electrical Grounding and Bonding Equipment.
C. Submittals
1. Shop Drawings: Submit for approval copies of manufacturer's technical
information for grounding materials proposed for use.
2. Test Data: Submit for approval results of ground resistance testing.
D. Materials
1. Bare Ground Cable:
a. Material: Annealed, bare, stranded copper, No. 4/0 AWG minimum
size unless specifically noted otherwise.
b. Manufacturers: Provide material manufactured by one of the
following:
• Wire and Cable Division of Anaconda Company.
♦ 1314\R0213208.DOC
11-28
• General Cable Corporation.
• Or approved equal.
2. Ground Rods:
a. Material: Copper -clad steel rods, 3/4 -inch diameter, 10 feet long,
unless otherwise noted on the Drawings. Heary Bros., cat #HB 107 -
GR or approved equal.
3. Grounding Connectors:
a. Material: Pressure connectors to be copper alloy castings, designed
specifically for the items to be connected, and assembled with
Durium or silicone bronze bolts, nuts and washers. Welded
connections to be by exothermic process utilizing molds, cartridges
and hardware designed specifically for the connection to be made.
b. Product and Manufacturer: Provide material manufactured by one of
the following:
• Pressure Connectors:
— Bumdy Corporation.
— O-Z/Gedney, Division of General Signal Corporation.
— Or approved equal.
• Welded Connections:
Cadweld by Erico Products, Incorporated.
Therm -O -Weld by Burndy Corporation.
Or approved equal.
E. Equipment Grounding
1. Ground all electrical equipment in compliance with the National Electrical.
Code.
♦ 1314\R0213208.DOC 11-29
2. Equipment grounding conductors shall be bare stranded copper cable of
adequate size installed in metal conduit where necessary for mechanical
protection.
3. Connect ground conductors to conduit with copper clamps, straps or with
grounding bushings.
4. Connect to piping by welding or brazing. Use copper bonding jumpers on all
gasketed joints.
5. Connect to equipment by means of lug compressed on cable end. Bolt lug to
equipment frame using holes or terminals provided on equipment
specifically for grounding. Hold-down bolts shall not be used. Where
grounding provisions are not included, drill suitable -holes in locations
designated by the Engineer.
6. Connect to motors by bolting directly to motor frames, not to sole plates or
supporting structures.
7. Scrape bolted surfaces clean and coat with a conductive oxide resistant
compound.
F. Testing
1. Test the complete ground systems for continuity and for resistance to ground
of less than five ohms using an electrical ground resistance tester. Furnish
certified report to Engineer.
16.10 Electrical Construction for New Nonpotable Water Supply Well
A. Scope
1. The Contractor shall provide all labor, materials, equipment and
incidentals required to provide an electrical system for the new nonpotable
water supply well.
2. The Contractor shall arrange with LIPA for a new metered underground
electrical service for the new nonpotable water supply well. The
Contractor shall pay all LIPA charges associated with this Work.
3. The Contractor shall furnish and install electrical equipment, conduit and
wiring for the new nonpotable water supply well.
♦ 1314\R0213208.DOC 11-30
B. Quality Assurance
1. Reference Standards
a.
National Electrical Code
b.
National Electrical Safety Code
r,
C.
LIPA — Specifications and Requirements for Electric Installations
C. Submittals
1. Shop
Drawings: Submit for approval the following:
a.
Layout drawing showing equipment locations and proposed wire
and conduit sizes.
b.
Catalog cuts of all material and equipment proposed,for use.
C.
Installation details for all poles/ foundations.
d.
Lighting fixture mounting details.
e.
Detail of freestanding support, with concrete foundation, for
electrical equipment.
f.
Copies'of all utility correspondence..
D. Execution
1. New
Work Required for Construction of the New Nonpotable Water
Supply Well: Furnish and install the following:
a.
200A, 3-phase, 240 -volt LIPA metered electrical service installed
underground from LIPA pole #2 on Church Lane.
b.
Manual transfer switch, 200 -amp, 3-phase, 4 -wire, nonfusible in
NEMA 1 enclosure, Square D catalog No. 82354 or approved
equal.
c.
Main circuit. breaker - 3 -pole, 225 -amp frame, 175 -amp trip,
-42,000 symmetrical RMS interrupting amps rating at 240 volts, in
NEMA 1 enclosure. Square D catalog No. KA225S enclosure with
type KA breaker or approved equal.
• 1314\R0213208.DOC 11-31
d. Surge suppressor for electrical service, rated 120 -kA surge current
per phase. Connect to main service disconnect. Surge suppressor
shall be MCG Surge Free 120 or approved equal.
I e. 100 -amp, 240 -volt, 1 -phase, 3 -wire with ground, 12 -circuit
panelboard with NEMA 1 enclosure.
f. Solid state reduced- voltage combination starter for well pump,
housed in starter manufacturer's NEMA 1 enclosure with magnetic
trip only motor circuit protector. See Section 16.6. Include an on-
off selector switch.
g. Provide a LIPA approved bypass meter pan sized for the 200 -amp,
120/240 -volt, 3-phase service.
h. 'One fluorescent lighting fixture (type -A on drawings) - Industrial,
three lamp, 120 volts, with electronic ballast, Lightron catalog No.
93T -332 -T8 -120V -SE or equal.
i. Two wall -mounted outdoor fixtures (type B on drawings) lexan
shield, one 100 -watt HPS lamp, 120 volts with photocell, Lightron
catalog No. 134S-100HPS-MED-PC or equal.
j. NEMA 12 terminal cabinet with terminal block for terminating
submersible well pump cables.
k. Provide two duplex receptacles as shown on the plans duplex
grounding receptacles, 2 -pole, 3 -wire, 125 -volt AC, 20 amps..
1. Provide switch for interior fluorescent fixture - single pole, AC
toggle .switch, quiet type, 120/277 -volt AC, 20 amps, specification
grade.
In, Wire and rigid steel conduit as required for a fully operational
system.
n. Establish jointly with the Cutchogue Fire Department the phase
rotation on the truck -mounted generator that will be -used to power
this facility in case of LIPA power failure; and ensure that the same
phase rotation is established in this facility.
o. Provide one electric unit heater, 2.6 -kw, 240 -volt, 1 -phase, with
built-in thermostat, Chromalox Model LUH-02-21-34, PCN
303101 or approved equal.
♦ 1314\R0213208.DOC 11-32
y
APPENDIX A
CONDUIT AND CABLE SCHEDULE
Circuit
No.
Conduit
Size
Cable
From
To
F 1 .
2 inch
4#3/0, #4G
LIPA Pole No. 2 on
Church Lane
LIPA meter Pan
F2
-2 inch
4#3/0, #4G
LIPA meter Pan
Main Circuit Breaker
P 1
2 inch
4#2/0, #4G
Main Circuit Breaker
Manual Transfer Switch
P2
1 1/2 inch
4#1/0, #6G
Generator Receptacle
Manual Transfer Switch
P3
2 inch
4#2/0, #4G
Manual Transfer Switch
RVSS
P4
1 1/2 inch
4#1, #6G
RVSS
Terminal Cabinet for
Well Pump
P5
1 inch
3 #6, #8G
Manual Transfer Switch
Utility Panel UP
♦ 1314\R02132I O DOC
APPENDIX B
UTILITY PANEL UP SCHEDULE
Ckt.
#
Pole
Trip
Load Designation
HP
KVA
1
1
20
Lights
0.1
3
1
20
Receptacle
0.3
5
1
20
Spare
7
1
—
Space
9
1
—
Space
11
1
—
Space
2
2
20
Electric Unit Heater
2.6
4
—
—
—
6
1
20
Spare
8
1
—
Space
10
1
—
Space
12
1
—
Space
MAIN BUS: 100 A TYPE: Bolt -on MOUNTING: Surface
MAIN: 60 A CB VOLTS: 120/240 AIC (SYM): 22,000
FEEDER: P5 PHASE: 1 EST CONN KVA: 3
♦ 1314\R0213210.DOC
APPENDIX B
UTILITY PANEL UP SCHEDULE
Ckt.
#
Pole
Trip
Load Designation
HP
KVA
1
1
20
Lights
0.1
3
1
20
Receptacle
0.3
5
1
20
Spare
7
1
—
Space
9
1
—
Space
11
1
—
Space
2
2
20
Electric Unit Heater
2.6
4
—
—
—
6
1
20
Spare
8
1
—
Space
10
1
—
Space
12
1
—
Space
MAIN BUS: 100 A TYPE: Bolt -on MOUNTING: Surface
MAIN: 60 A CB VOLTS: 120/240 AIC (SYM): 22,000
FEEDER: P5 PHASE: 1 EST CONN KVA: 3
♦ 1314\A021120 Ldoc
r
R,—dro n -n- —
4"0 HOSE CONNECTION
�i
6"0 GATE VALVE
6
O
6"0 CHECK VALVE
I
00
6"0 DISCHARGE PIPE
PROVIDE 30'x30" BILCO
HATCH IN ROOF
STEEL SURFACE PLATE DRAWDOWN GAUGE
W/6"0 ELBOW
-24' SQ.x36" DEEP _
PUMP FOUNDATION cc
0
0
6'0 DISCHARGE N U-
COLUMN PIPE
I `0 0
to
0 I
� I I
in o
r. 0 0
STATIC WATER LEVEL
I
PUMPING LEVEL• I pn
b
1/4' POLYETHYLENE
TUBING W/S.S.
BANDING AT 10' O.C.
12'0 WELL CASING µ)
12"0x10'0 WELD RING
z
9 W
e W
N
C C'j N
N J
W
5' SUMP
NON POTABLE WELL CONSTRUCTION
N.T.S.
SOUTHOLD LANDFILL CLOSURE
NON -POTABLE WATER WELL
y. Dvirka and Bartilucci PIPING AND BUILDING PLAN
.O CONSULTING ENGINEERS DRAWING NO.1
A DIVISION OF WILLIAM F. COSUUCH ASSOCIATES, P.C.
ASPHALT SHINGLES
PITCH -8" FRONT TO BACK
1/2- PLYWOOD `-2"x8" RAFTER
o-
GUTTER
2"x8" HEADER ~ 2"x8" SILL
ALUM. FASCIA ON 3/4" 11-00 4 ;D ` CEMENT MORTAR
PLYWOOD °• ' '•
1/2'0 ANCHOR BOLT
CLIP -TO ANCHOR 4 HOOK AROUND #5 BAR -
RAFTER TO SILL 3 PLACES EACH WALL MAX
:4 0 4'-0" O.C.
�..
BOND BEAM (TYP) 8" CONCRETE
°4... 4 4 BLOCK
4 THICK CONC. SLAB a
CONCRETE FOUNDATION
0
1
Co
n
i
Dvirka and Bartilucci
O CONSULTING ENGINEERS
A DIVISION OF WILLIAM F. COSLILICH ASSOCIATES. P.C.
.4
° 4' •
®. CD
2'-0'
" 2-#5
S ECTI O N A -A
N.T.S.
(2) 3-1/2" x 3-1/2" x 1/4"'
GALV. ANGLE LINTEL. PROVIDE
8" SOLID CONC. 8" MIN. BEARING ON EA. SIDE
BLOCK (TYP.) OF M.O.
CAULK (TYP.)
S.S. WELDED DOOR
I� FRAME
FLUSH STEEL
DOOR - w
cn
0 INTERIOR
o HEAD
Y
U
O
J
m
8" CONC.
z,
1 z BLOCK (TYP.)
LLI
CL
O ' �, CAULK (TYP.)
1. WALL ANCHOR AS
PER MFTR.
o _...''.,r. RECOMMENDATIONS
FLUSH STEEL S.S. WELDED DOOR
DOOR - o FRAME
j SOLID ALUMINUM THRESHOLD
c (BELOW)
JAMB
S.S. WELDED DOOR
FRAME
FLUSH STEEL SOLID ALUMINUM THRESHOLD
DOOR EXPANSION BOLT TO CONC.
WEATHERSTRIPPING FLOOR
SOUT TOLD LANDFILL CLOSURE
NON -POTABLE WATER WELL
BUILDING PLAN - SECTIONS
.4 .
SECTION B -B
N.T.S.
DRAWING NO.2
T
N
f0
U
U
F-
a.
d
c"
1p
N
N
O
0
a
N
0
m
3
a
Q
N
R
n
RECEPTACLE FOR FIR
PORTABLE GENERATO'
(SEE NOTES 2 AND
Dvirka and Bartilucci
O CONSULTING ENGINEERS
A DIVISION OF WILLIAM F. COSLILICH ASSOCIATES. P.C.
SOUTHOLD LANDFILL CLOSURE
NON -POTABLE. WATER WELL
ELECTRICAL WORK
TERMINAL CABINET FOR
WELL PUMP CONNECTION
NOTES:
(1)
FEEDER F1 TO LIPA POLE NO.2
ON CHURCH LANE TO BE INSTALLED.
24" UNDERGROUND, AND ENCASED IN
3" CONCRETE ENVELOPE. 12' BELOW.
GRADE, ABOVE THE ENCASHED
CONDUIT, PROVIDE WARNING TAPE
"CAUTION BURIED ELECTRICAL
LINE BELOW
(2)
FOR PORTABLE GENERATOR
_
CONNECTION PROVIDE A NUBBLE
# 26420 MALE PLUG WITH
HOUSING, # 26401 BOX AND #
26404 45' ADAPTER PLATE.
CONFIRM WITH CUTCHOGUE
FIRE DEPARTMENT THAT THIS
WILL PROPERLY MATE WITH
THEIR EQUIPMENT
(3)
INSTALL THE GENERATOR
CONNECTOR IN A CAST
IRON BOX WITH LOCK
KEYED TO FIRE
DEPARTMENT MASTER
SCALE: 3/4" =-V-0"
DRAWING NO.3