DESIGN CONSTRUCTION GROUP THE GOVERNOR NELSON A ... 06 CHPE.pdf1. Pipe - Less than 4 inches in diameter ASTM D1785, Type 1, Grade 1, (PVC 1120) PVC pressure pipe material conforming

Updated 05/24/2018

Printed 12/10/2020 Page 1 of 1 Project No. 45857 CHPE

DESIGN & CONSTRUCTION GROUP

THE GOVERNOR NELSON A. ROCKEFELLER

EMPIRE STATE PLAZA

ALBANY, NY 12242

ADDENDUM NO. 6 TO PROJECT NO. 45857

CONSTRUCTION, HVAC, PLUMBING AND ELECTRICAL WORK

REHABILITATE WASTEWATER TREATMENT PLANT

EASTERN CORRECTIONAL FACILITY

30 INSTITUTION RD.

NAPANOCH, NY

December 9, 2020

NOTE:This Addendum forms a part of the Contract Documents. Insert it in the Project Manual.

Acknowledge receipt of this Addendum in the space provided on the Bid Form.

CONSTRUCTION WORK SPECIFICATIONS

1. DOCUMENT 015720 TEMPORARY MAINTENANCE OF SEWER FLOWS AND SEWER

SERVICE: Page 015720-5 Subparagraph 2.01, Add the following subparagraph:

“C. Heat trace shall be provided on all temporary piping to prevent the pipes from freezing.”

2. SECTION 400519 PROCESS PIPING: Discard the Section bound in the Project Manual and

substitute the accompanying Section (pages 400519 – 1 thru 400519 – 16) noted “Revised

12/08/2020”.

3. SECTION 400551 PROCESS VALVES AND ACCESSORIES: Page 400551-19 Valve

Schedule: Delete the two rows labeled “Ulster Bypass Valve Structure.”

4. SECTION 404213 PROCESS PIPING INSULATION: Page 404213-8 Insulation Schedule:

Delete the two rows labeled “DIP process drain piping” and “DIP force main piping.”

ELECTRICAL WORK DRAWINGS

5. Revised Drawing:

a. Drawing No. E-011 noted “REVISED DRAWING 12/09/2020” accompanies this

Addendum and supersedes the same numbered originally issued drawing.

6. Revised Drawing:

a. Drawing No. E-025 noted “REVISED DRAWING 12/08/2020” accompanies this

Addendum and supersedes the same numbered originally issued drawing.

END OF ADDENDUM

Erik T. Deyoe, P.E.

Director, Division of Design

Design & Construction

http://ogsnow2/DCNet/Projects/initiationcontrol/projectcontrolupdate.asp

Printed 12/08/2020 400519-1 Project No. 45857-C

SECTION 400519

PROCESS PIPING

PART 1 GENERAL

1.01. RELATED WORK SPECIFIED ELSEWHERE

The specification sections listed below are an integral part of this equipment specification, and the Contractor shall be responsible for providing these sections to the equipment suppliers.

A. Submittals: Section 013300.

B. Contract Closeout: Section 017716.

C. General Commissioning Requirements: Section 019113.

D. Earthwork: Section 310000.

E. Hangers and Supports for Process Piping: Section 400507.

F. Pipe and Valve Identification: Section 400597.

G. Process Piping Insulation: Section 404213.

H. Process Valves and Accessories: Section 400551.

I. Painting Wastewater Treatment Plant: Section 099702.

1.02. REFERENCES

A. American National Standards Institute (ANSI).

B. American Water Works Association (AWWA).

C. American Society for Testing Materials (ASTM).

D. Plastic Pipe and Fittings 1. ASTM D1784 - Rigid Poly (Vinyl Chloride) (PVC) Compounds and

Chlorinated Poly (Vinyl Chloride) (PVC) Plastic Pipe Schedule 80 2. ASTM D1785 - Poly (Vinyl Chloride) (PVC) Plastic Pipe, Schedules 40, 80

and 120 3. ASTM D2464 - Threaded Poly (Vinyl Chloride) (PVC) Plastic Pipe Fittings,

Schedule 80 4. ASTM D2467 - Socket-Type Poly (Vinyl Chloride) (PVC) Plastic Pipe Fittings,

Schedule 80 5. ASTM D2564 - Solvents Cements for Poly (Vinyl Chloride) (PVC) Plastic Pipe

and Fittings 6. ASTM D2672 - Solvent Cement Joint Sockets or Belled PVC Pressure Pipe


E. PE Pipe and Fittings 1. ASTM F2620, Standard Practice for Heat Fusion of Polyethylene Pipe and

Fittings. 2. ASTM D3035, Standard Specification for Polyethylene (PE) Plastic Pipe (DR-

PR) Based on Controlled Outside Diameter. 3. ASTM D2774, Standard Practice for Underground Installation of Thermoplastic

Pressure Piping. 4. ASTM D3261, Standard Specifications for Butt Heat Fusion Polyethylene (PE)

Plastic Fittings for Plastic Pipe and Tubing. 5. ASTM F1055, Standard Specification for Electrofusion Fittings for Outside

Diameter Controlled Polyethylene Pipe and Tubing. 6. ASTM D3350, Standard Specifications for Polyethylene Plastic Pipe and

Fitting Materials. 7. ASTM F2164, Standard Practice for Field Leak Testing of Polyethylene (PE)

Pressure Piping Systems Using Hydrostatic Pressure. 8. ANSI/AWWA C901, Polyethylene Pressure Pipe and Tubing, 0.5 in. through 3

in. for Water Service.

F. Ductile Iron Pipe and Fittings 1. Handbook of Cast Iron Pipe - Cast Iron Pipe Research Association (CIPRA) -

CIPRA Standard for Flanged Pipe With Threaded Flanges. 2. ANSI A21.4/AWWA C104, Cement-Mortar Lining for Ductile Iron and Gray

Iron Pipe and Fittings for Water. 3. ANSI A21.10/AWWA C110 Ductile Iron and Gray Iron Fittings, 3-inch

through 48-inch, for Water and Other Liquids. 4. ANSI A21.15/AWWA C115, Flanged Ductile Iron and Gray Iron Pipe With

Threaded Flanges 5. ANSI A21.50/AWWA C150, Thickness Design of Ductile Iron Pipes. 6. ANSI A21.51/AWWA C151, Ductile Iron Pipe Centrifugally Cast in Metal

Molds and Sand Lined Molds for Water and Other Liquids. 7. ASTM A126, Gray Iron Castings for Valves, Flanges, and Pipe Fittings. 8. ASTM A536, Ductile Iron Castings. 9. ANSI/AWWA C606, Grooved and Shouldered Joints.

G. Stainless Steel Pipe and Fittings 1. ASTM A240, Heat Resisting Chromium and Chromium Nickel Stainless Steel

Plate, Sheet and Strip for Pressure Vessels. 2. ASTM A778, Specifications for Welded Unannealed Austenitic Stainless Steel

Tubular Products. 3. ASTM A774, Specifications for as Welded Wrought Austenitic Stainless Steel

Fittings for General Corrosive Service at Low and Moderate Temperatures. 4. ASME/ANSI B36.19, Stainless Steel Pipe. 5. ASME/ANSI B16.11, Forged Steel Fittings, Socket-Welding and Threaded. 6. ASTM A312, Standard Specification for Seamless, Welded, and Heavily Cold

Worked Austenitic Stainless Steel Pipes. 7. ASTM A403, Standard Specification for Wrought Austenitic Stainless Steel

Piping Fittings.


1.03. SUBMITTALS

A. Waiver of Submittals: The “Waiver of Certain Submittal Requirements” in Section 013300, Submittals, does not apply to this section.

B. Submittals Package: Submit the shop drawings and product data submittals specified below at the same time as a package.

C. Provide in accordance with Section 013300, Submittals.

D. Shop Drawings: 1. Layout Drawings - Show complete piping layout, including materials, sizes,

classes, locations, and dimensions. Show locations of pumps, valves, equipment, supports, and appurtenances on layout drawings.

E. Product Data: 1. Catalog sheets and specifications indicating manufacturer name, type,

applicable reference standard, schedule, or class for specified pipe and fittings. 2. Detailed procedures to be used in jointing and installing piping system

including manufacturer’s recommendations. 3. Manufacturer’s surface preparation, prime coating, and painting application

scheduled. 4. Manufacturer’s application instructions for painting. 5. Manufacturer’s Certification - Certify products meet or exceed specified

requirements

F. Quality Control Submittals: Provide a statement that personnel responsible for fusing pipe have been trained and are qualified.

G. Warranty Certificate

1.04. QUALITY ASSURANCE

A. Manufacturer’s Qualifications – Provide specified piping for each service or system from a manufacturer who has thoroughly familiarized himself with the design intent of the system and will provide piping suitable for the service intended.

B. Source Quality Control – Mark pipes with: 1. Class designation. 2. Name or trademark of the manufacturer.

C. Obtain each type of pipe from one manufacturer.

1.05. FIELD MEASUREMENTS

A. Prior to start of construction, verify the field measurements and elevations that existing conditions, piping, and equipment are as shown on Drawings. Notify the Director’s Representative of specific differences.


1.06. COORDINATION

A. Coordinate the work with local owners where operation of existing structures, treatment facilities, and industrial processes are affected.

B. Contractor is responsible for obtaining any permits necessary for installation of materials specified.

PART 2 PRODUCTS

2.01. PLASTIC PIPE AND FITTINGS

A. Polyvinyl Chloride (PVC) Pipe and Fittings 1. Pipe - Less than 4 inches in diameter ASTM D1785, Type 1, Grade 1, (PVC

1120) PVC pressure pipe material conforming to ASTM D1784 Class Schedule 80.

2. Joint sockets for belled PVC pressure pipe to conform to ASTM D2672 and ASTM D2564 (solvent cements).

3. Socket-type fittings for Schedule 80 PVC pipe pressure pipe to conform to ASTM D2467.

4. Threaded joints and fittings for Schedule 80 only PVC pressure pipe to conform to ASTM D2464 with long tapered threads and to be installed with the appropriate jointing compound paste as recommended by manufacturer.

5. Provide piping and fittings of the same color by the same manufacturer. 6. Acceptable Manufacturers: IPEX, Asahi/America, Hayward. Thermoplastic

valves and piping shall be provided by the same manufacturer.

B. Chlorinated Polyvinyl Chloride (CPVC) Pipe and Fittings: 1. Pipe – Schedule 80 pressure pipe conforming to ASTM F441. 2. Solvent cement fittings – Schedule 80 fitting with solvent cement:

a. Conforming to ASTM F493. b. Compatible with the liquid conveyed. Solvent cement for sodium

hypochlorite applications shall be specifically designed for improved chemical resistance to sodium hypochlorite and shall be manufactured by IPS, Part No. 724.

3. Socket type fittings – Schedule 80 conforming to ASTM F439. 4. Acceptable Manufacturers: IPEX, Asahi/America, Hayward. Thermoplastic

valves and piping shall be provided by the same manufacturer.

C. Plastic Pipe Unions 1. Provide at all connections to equipment and valves; at all wall and floor

penetrations; and as otherwise shown on the Drawings. 2. Manufactured with a threaded TFE drain nipple, temperature resistance up to

300 degrees F, pressure resistance up to 1,000 psi, and resistant to chemicals, corrosion, and organic solvents.

D. UV Light Protection – Provide for outdoor pipes or those installed in open tankage to protect pipes against degradation by UV light.


2.02. CROSS-LINKER POLYETHYLENE (PEX) PIPE AND FITINGS

A. PEX Pipe and fittings: Ultra-high molecular weight material manufactured from compounds designed in ASTM F876 to meet the requirements of AWWA Standard C901.

B. Unless otherwise scheduled, provide PEX piping of pressure class 150.

C. Fittings to be joined by butt fusion in a manner recommended by the pipe manufacturer, or with quick disconnect fittings.

D. Provide PVC conduit for secondary containment where shown on the Contract Drawings.

2.03. HIGH DENSITY POLYETHYLENE (HDPE) PIPE AND FITTINGS

A. HDPE Pipe and Fittings: Ultra-high molecular weight material manufactured from compounds designed in ASTM D1248 to meet the requirements of AWWA Standard C901. PE pipe and fittings: Pressure class 150, unless otherwise scheduled. Pipe to be minimum SDR 17.

B. Fittings: Fittings and accessories: Molded fittings, manufactured and furnished by the pipe supplier.

C. Joints: Joint HDPE pipe lengths by butt fusion in a manner recommended by the pipe manufacturer or with quick disconnect fittings.

2.04. DUCTILE IRON PIPE AND FITTINGS

A. Ductile Iron Pipe - AWWA C151/ANSI A21.51: Ductile iron pipe material minimum rated water pressure of 150 psi and minimum Class 53.

B. Ductile iron pipe and fittings for all potable and non-potable water lines: Double cement lined and seal coated inside and out in accordance with ANSI/21.4/AWWA C104.

C. All ductile pipe and fittings used as process pipe: Lined and coated with asphaltic material, minimum 1 mil thick in accordance with ANSI/AWWA C104/A21.4.

D. All underground and concrete-encased ductile iron pipe and fittings outside of pipe to be asphalt coated in accordance with AWWA C104.

E. Fittings: Conform to ANSI A21.10/AWWA C110.

F. Joints: Furnish aboveground fittings with flanged joint as shown on the Drawings. Furnish mechanical joints for underground ductile iron pipe used as process pipe. The type of joint must meet the following applicable requirements: 1. Flanged Joint

a. Flanges: Screw-on type flanges. Face of the flange: Machined after installation of the flange onto the pipe.

b. No raised surface is allowable on cast iron flanges. Flanges: 125-lb. ASA flanges rated for a maximum working pressure of 150 psi.


c. Fittings: Standard lengths given under the ANSI Specification B16.1, unless otherwise noted.

d. The pipe lengths: Fabricated to meet the requirements of the Drawings.

2. Flanged Adapters a. Provide flanged adapters, supplied by the manufacturer of pipe

couplings, at all couplings to equipment, tanks, valves and as otherwise shown on the Drawings.

b. Flanged adapters supplied by the manufacturer of pipe couplings: 125-lb. ASA flanges rated for a maximum working pressure of 150 psi.

c. Provide flanged adaptors with Type 316 stainless steel bolts and hardware.

d. Flanged adapters for pumps shall be in accordance with couplings and adapters as stated hereinafter.

e. Wedge-type set crew restraint will not be accepted. 3. Mechanical Joint: Gasketed and bolted joint of the stuffing box type

conforming to AWWA Standard C111.

G. Glass Lining: 1. Provide glass lining for the piping and fittings for the applications identified in

the Process Piping Schedule. 2. Application: Specifically formulated for handling sewage, grease, grit, scum

and sludge in wastewater treatment plants 3. The coating shall consist of special glasses and inorganic materials applied in a

minimum of two coats, separately fired, to internal surfaces prepared by blasting.

4. Following application of the base coat, the coating shall be exposed to an appropriate maturing temperature at which point the glass fuses to the base metal, forming an integral molecular bond with the metal.

5. The resulting bond shall be sufficient to withstand a metal yield point of 0.001 inches per inch without damage to the glass

6. Subsequent coating shall be processed in a similar manner, forming an integral molecular bond with the base coat.

7. The entire glass lining shall be from .008-inch to 0.12-inch thick. 8. It shall have a hardness of from 5 to 6 on the Mohs Scale, and a density of

from 2.5 to 3.0 grams per cubic centimeter. 9. The glass lining shall be capable of withstanding a thermal shock of

350 degrees F without crazing, blistering or spalling. 10. Glass lining shall be resistant to corrosion by solutions of between PH-3 and

PH-10 at 125 degrees F. 11. The glass lining shall show a weight loss of not more than 3 milligrams per

square inch when tested according to ASTM Designation C283-54 12. The glass lining shall be free from pin holes, crazing, or fishscales. Field

inspection of glass linings shall consist of visual inspection by application of a strong light source at one end of a finished piece. Any evidence of pinholes, crazing, fishscales or excessive spalling from cutting operations shall be cause for rejection.

13. Cutting of glass-lined pipe shall be done in strict accordance with the glass lining company’s recommendations.

14. Acceptable Manufacturers: US Pipe SG-14.


2.05. STAINLESS STEEL

A. Stainless steel pipe and fittings: Type 304L with 2-D finish conforming to ANSI 304L and ASTM A240-UNS Alloy S30403, ASTM A778, and ASTM A774. Minimum thickness Schedule 10S.

B. Joints: Welded. No fabricated fittings, tees, or wyes will be accepted. 1. Provide stainless steel flanges, at minimum, at connections to valves and

equipment, on the tees each drop pipe, and as otherwise shown on the Drawings.

2. Gaskets: Viton.

C. Welding: 1. Welder qualification certificates shall meet the minimum code requirement for

duration of qualification, clearly stating the type of weld and position for which the welder is qualified, and shall bear the signature of an AWS-authorized weld inspector.

2. Utilize the shielded arc, inert gas, MIG or TIG method. 3. Add filler wire to all welds to provide for a cross-section of weld metal equal

to, or greater than, the parent metal 4. Butt welds of weld metal equal to, or greater than, the parent metal. 5. Butt welds shall have full penetration to the interior surface and gas shielding

shall be provided to the interior and exterior of the joint. 6. All welds shall have a surface finish equal to the smoothness of a 2-D sheet

finish. 7. Interior weld beads shall be smooth, evenly distributed, with an interior

projection not exceeding 1/16-inch beyond the I.D. of the pipe or fitting. 8. SS welded joints will be radiographed at the Engineer's discretion and at the

Owner’s cost. Radiographs to be interpreted in accordance with AWS, ANSI B31.1. All welds shall have identifying marks with date and location of weld.

9. Cut out and replace welds of poor or doubtful quality with satisfactory welds. Each replacement weld shall be retested at the Contractor's expense.

10. If tested welds are found to be of poor or doubtful quality at greater than 25 percent, Contractor shall be responsible for paying for the testing of additional welds until such a time that the percentage of poor or doubtful welds falls below the 25 percent threshold.

D. Expansion Couplings and Expansion Joints: 1. Expansion Coupling – Provide where shown on the Drawings.

a. Couplings shall allow one end to move freely while the other is restrained. Unless otherwise noted, expansion couplings shall only be used on air lines between supports which restrain the pipe from non-axial movement. Expansion joints shall be used to allow thermal expansion/contraction in air piping where one of the adjacent pipe ends is not horizontally restrained against non-axial movement.

b. Minimum Allowable Expansion/Contraction In Joint: 5/8 inches per joint.

c. Type 316 stainless steel arched band type couplings of the same thickness (or greater) as the air main.

d. Couplings shall have single piece housing with ID equal to OD of pipe and provide full circumferential bearing against welded end rings on pipe.


e. Couplings shall have silicone gaskets with one-piece cross section suitable for working temperatures to 300 degrees F.

f. Coupling sealing plates, bolts, nuts, washers, and ring shall be Type 316 stainless steel.

g. Coupling shall attach to plain end pipe with external weld beads ground smooth and compatible with Type 304L stainless steel restraint rings shop welded to the piping for the fixed-end couplings.

h. The fixed end couplings shall be installed next to adjacent fixed pipe support.

i. Acceptable products: BRICO Industries Depend-O-Lok F x E (Fixed by expansion) couplings.

2. Expansion Joints – Provide where shown on the Drawings. a. Single arch heavy duty rubber spool-type with Type 304 stainless steel

125-lb. flanges and 3/8-inch split Type 304L stainless steel retainer rings and Type 316L stainless steel bolts with washers. Arch shall be unfilled.

b. Minimum axial compression of expansion joint shall be 1-3/4 inch and minimum axial elongation shall be 3/4 inch. Minimum angular deflection allowable shall be 15 degrees F.

c. Expansion joint arch material shall be Butyl (Chlorobutyl) suitable for working temperature to 300 degrees F.

d. Acceptable products: Mercer Flexmore Style 450 heavy duty expansion joints.

E. Fittings: 1. Butt weld type manufactured in accordance with ASTM A774 of the same

grade (alloy) and in the same thickness as the pipe. 2. Long radius elbows shall be used for all bends unless otherwise noted on the

Drawings, and shall have a centerline to end of elbow dimension of 1.5 times the nominal diameter of the pipe.

3. Long radius elbows up to 24-inch diameter shall be smooth flow type. 4. All short radius, special radius, and reducing elbows; and long radius elbows

greater than 24-in diameter shall be of mitered construction with at least five miter sections for 90-degree bends, three mitered sections for 45- and 60-degree bends, and two mitered sections for 30-degree and smaller bends.

5. Reducers may be straight tapered, cone type. Tees, crosses, laterals, and wyes may be shop fabricated from the specified pipe. No field fabricated fittings, tees, wyes will be accepted.

6. The finish on the completed pipe and fittings shall be as specified in ASTM A312 and A403, respectively

7. All fittings shall be by the same manufacturer.

2.06. PIPE SLEEVES AND CASTINGS

A. Provide for all piping passing through walls and floors. Refer to the standard details on the Contract Drawings for additional requirements and wall, floor, and deck sleeve details.

B. Schedule 40 steel pipe with 1/4 inch steel collar continuously welded to pipe sleeve. Fabricate in accordance with the standards and procedures of AISC and AWS.


C. Floor Sleeves: Extend from the bottom of the floor to a point 3 inches above the finished floor, unless shown otherwise on the Drawings.

D. Completely seal the annular space between the installed piping and sleeve against a maximum hydrostatic (or gas) pressure of 20 psig with a modular mechanical seal consisting of interlocking synthetic rubber links connected by stainless steel bolts and nuts with pressure plates under each end. 1. Tightening the bolts shall compress the EPDM lines causing them to expand

and form a continuous, airtight, watertight seal between pipe and sleeve. The seal shall be “Link-Seal,” as manufactured by the Thunderline Corporation, Wayne, MI.

2. Seal type, size and installation thereof shall be in strict accordance with the manufacturer’s recommendations.

E. Sleeves through fire/smoke walls and floors shall be installed per NFPA. Seal all cracks and voids with fireproof sealant.

F. Castings shall be used on process piping through new walls and slabs where shown on the Contract Drawings. Castings size, wall thickness, joint type, and material shall match that of the adjacent piping, unless otherwise noted.

2.07. FLUSHING CONNECTIONS AND DRAIN TAPS

A. Flushing connections and drain taps shall be installed as shown on the Drawings and specified herein. Refer to the Flushing and Drain Connection Detail on the Drawings for additional requirements.

B. Each flushing connection shall consist of an eccentric blind flange tapped for 1-1/2-inch IPS, a 1-1/2-inch short nipple, and a 1-1/2-inch ball valve. All nipples and fittings shall be Schedule 80, Type 316 stainless steel.

C. Ball valves shall be provided with a 1-1/2-inch IPS to 1-1/2-inch stainless steel quick disconnect female hose coupler.

1. Female hose couplers shall be provided with appropriate threads or adapters and any necessary nipples to make a leak-proof seal when attached to the ball valves.

2. Hose couplers shall be Ever-Tite; OPW Kamlock. 3. Valves shall be in accordance with Section 400551, Process Valves and

Accessories.

D. Drain taps shall be provided at all new and existing pump suction and discharge piping. Taps shall be 1-1/2-inches IPS, a 1-1/2-inch short nipple and a 1-1/2-inch ball valve

2.08. HANGERS AND SUPPORTS

A. Adequately support and brace piping by means of hangers, concrete piers, pipe supports, brackets, or otherwise required by the location. Provide in accordance with Section 400507, Hangers and Supports for Process Piping.


2.09. INSULATION

A. Insulate piping where required by the Drawings or Section 404213, Process Piping Insulation, in accordance with Section 404213, Process Piping Insulation.

2.10. IDENTIFICATION

A. Clearly mark each pipe length and fitting with: 1. Manufacturer’s name and trademark. 2. Nominal pipe size and class. 3. Material designation.

B. Provide pipe markers for all piping in accordance with Section 400597, Pipe and Valve Identification.

2.11. PAINTING

A. Provide process pipe painting in accordance with 099702, Painting Wastewater Treatment Plant.

PART 3 EXECUTION

3.01. EXAMINATION

A. Verify that structures are complete enough to receive pipe.

B. All pipe or fittings which have been damaged in transit or which are obviously deformed or refinished in any way shall be rejected, marked and removed from the site of the work. 1. Pipes or fittings which the Engineer suspects is improper for the job shall be

temporarily rejected, marked and set aside for subsequent investigation to determine its conformity with the specifications.

2. Carefully inspect pipe fittings and specials in the field before installation. Cull out cracked, broken, warped, out-of-round, damaged pipe joints including damaged pipe lining, coatings, or specials, as determined by the Engineer. Do not install damaged pipe. a. Clearly tag such rejected pipe in such manner as not to deface or

damage it, and the pipe shall then be removed from the job site by the Contractor at his own expense.

3.02. INSTALLATION

A. All piping shall be cut, joined, and installed by skilled workmen in accordance with the best standard practice for piping installation, and in accordance with the manufacturer’s installation instructions where applicable. 1. Use proper tools and appliances for the safe and convenient handling and

installing of the pipe and fittings. 2. Take great care to prevent any pipe coating from being damaged on the inside

of the pipe and fittings. Carefully examine all pieces for defects. Do not install any piece known to be defective.


3. Remove and replace any defective pieces discovered after having been installed, it a sound one in a satisfactory manner by the Contractor and at his own expense.

4. Thoroughly clean pipe and fittings before they are installed and keep clean until they are accepted in the complete work.

5. Piping connections to equipment shall be provided with unions or coupling flanges located so that piping may be readily dismantled from the equipment or tank.

6. At certain applications, Dresser or Victaulic couplings may also be used, subject to the Engineer’s approval.

7. Install piping in such a manner that it will be free to expand and contract without injury to itself or surrounding structures or equipment.

8. Piping shall be erected to accurate lines and grades and shall be supported and braced against movement temporary or permanent.

B. Where process piping assemblies connect to equipment, valves or tanks, such piping shall be rendered compatible with the approved equipment, valve or tank installed and any necessary modifications to the original piping shall be shown in scaled layout on appropriate shop drawings submitted to the Engineer.

C. Piping assemblies under 4-inch size shall be essentially supported on walls and ceilings, unless otherwise shown on the Drawings, being kept clear of openings and positioned above “headroom” space; where practical, such piping shall be run in neat clusters, plumb and level along walls, and parallel to overhead beams.

D. Flanged Joints: Unless otherwise noted, joints for aboveground piping shall conform to the following specifications. 1. Bring flanged joints to exact alignment and gaskets and bolts or studs inserted

in their proper places. 2. Uniformly tighten bolts or studs around the joints. 3. Where stud bolts are used, uniformly center the bolts in the connections and

apply equal pressure to each nut on the stud. 4. Pipes in all lines subject to temperature changes must be cut short and cold

sprung into place to compensate for expansion when hot. 5. Gaskets: Ring type, minimum 1/16-inch thick, cloth inserted EPDM rubber

gaskets. 6. Flanges: Conform to AWWA Standard C115 (ANSI A21.15) with bolts

provided in the size and number called for and in accordance with the American Standard with hexagonal nuts.

7. For bolt sizes and lengths, the “Handbook of Cast Iron Pipe” should be consulted.

8. Apply a bead of silicone caulk to the full perimeter of each flanged joint after finish painting is completed.

E. Welded Joints: 1. Shall be made by competent operators in a first-class workmanlike manner, in

complete accordance with ANSI Standard B31.1. Welding electrodes shall conform to ANSI Standard W3.1, and welding rod shall conform to ANSI Standard W3.2.

2. Only skilled welders capable of meeting the qualification tests for the type of welding which they are performing, shall be employed.


3. Tests, if ordered by Engineer or otherwise required, shall be made at the expense of the Contractor.

F. Solvent-Welded Joints: 1. In plastic piping shall be accomplished in strict accordance with the pipe

manufacturer’s recommendations, including necessary field cutting, sanding of pipe ends, joint support during setting period, etc.

2. Ensure that no droppings or deposits of adhesive or solvent material remain inside the assembled piping.

3. Solvent material shall be compatible with the pipe itself, being a product approved by the pipe manufacturer.

4. Solvent cement for PVC piping shall be resistant to the chemicals carried by the PVC piping for which it is being used and shall conform to ASTM D2564 or other applicable ASTM specifications.

5. Contractor shall submit written certification from the solvent cement manufacturer that the cement is compatible with the chemicals carried by the PVC piping for which it is being used. Certifications are not required for PVC pipe carrying water or organic polymers. Certification shall be supplied prior to the use of the cement.

G. Mechanical Joints: 1. Install in accordance with the manufacturer’s recommended procedures. 2. Center and align to the mating component before assembling and tightening

bolts. 3. Do not use joint gland to draw connection into alignment.

3.03. TESTING AND COMMISSIONING

A. Butt Fusion Examination and Testing 1. Examinations

a. Visual - For pipe sections, examine the full exterior circumference for bead uniformity before cutting. After cutting the pipe section, review the interior bead. All beads should have visually acceptable bead formation in accordance with ASTM F2620. In addition, the following characteristics are expected: 1) No evidence of cracks or incomplete fusing 2) No evidence of captured objects (e.g., pipe shavings, facer

ribbons) between bonded surfaces. 3) Variations in upset bead heights on opposite sides of the

cleavage and around the circumference of fused pipe joints are acceptable.

4) The apex of the cleavage between the upset beads of the fused joint shall remain above the base material surface

5) Fused joints shall not display visible angular misalignment, and outside diameter mismatch shall be less than 10 percent of the nominal wall thickness.

2. Mechanical Tests a. Mechanically test the first fusion of each operator and each machine

used on the project. Installation shall not continue until a fusion test has passed the test.

b. Allow the fusion to cool completely, then fusion test straps shall be cut out.


c. Label samples with operator information. Testing must be done at 73 degrees F +5 degrees. The test temperature and sample size are critical to testing. Testing performed at cold or elevated temperatures may not give similar results to tests performed at ambient temperatures.

d. Test each pipe sample weld at two locations 180 degrees apart from each other in the joint weld. Test specimens using the following method: 1) Reverse Bend Test is allowed for pipe sizes 4-inch IPS or

smaller. Remove and test the specimens in accordance with ASTM F2620, Appendix X4.

e. Document the results of any mechanical test. Transfer information on the weld and operator from the sample to the testing record.

B. Stainless Steel Welding Examination and Testing 1. After installation, Contractor shall wash and rinse all foreign matter from the

piping surface. a. If rusting of embedded iron occurs, the Contractor shall pickle the

affected surface with Oakite Deoxidizer SS, Bradford Derustit SS-3. Scrub with stainless steel brushes and rinse clean.

b. Flanges, if they are warped, shall be corrected.

C. Test piping in accordance with the procedures outlined below as required in the piping schedule. 1. Where a section of pipeline has multiple uses, test the pipe at the highest

pressure required. a. Procedure A: 15-minute test at 100 psi followed by a 3-hour test at 50

psi. b. Procedure B: 2-hour test at 150 psi followed by a 2-hour test at 100

psi. c. Procedure C: 30-minute test at 50 psi. d. Procedure D: Exfiltration test; the pipe is filled with clear water to

provide a head of at least 5 feet above the top of the pipe at the highest point of the pipeline under test, and then measuring the loss of water from the line by the amount which must be added to maintain the original level. In this test, the test period (for taking measurements) shall not be less than three hours.

2. When no test method for inside process pressure piping is specified in the pipe schedule, the following procedure shall be used. a. Subject all newly installed pipe or any valved section to a hydrostatic

pressure 50 percent in excess of the working pressure at the point of testing, but in no case less than 50 psi in any section of the pipe being tested, for a period of two hours.

b. Conduct a leakage test conducted concurrently with the pressure test. The section tested shall be drip tight with no signs of leakage.

c. Furnish and dispose of water tests in accordance with federal, state, and local requirements by the Contractor at his expense. Do not directly discharge water from tests be to watercourse. Direct water from tests at a grassed area and allowed to sheet flow. Contractor is responsible for providing measures to prevent erosion during flushing. If water used for tests is chlorinated, dechlorinate the water prior to disposal.


d. The source and quality of water which the Contractor proposes to use in testing the lines shall be acceptable to the Engineer.

e. The Contractor shall accomplish the required tests on the pipeline by individually testing each component section of the installed main. The maximum length of section permitted to be tested at any one time will be approximately 1 mile, and normally will be less.

f. Provide 48-hour notice to the Owner of local water department when water for flushing, testing and disinfection is required. Owner of existing water system to operate all valves and hydrants unless Contractor has been specifically authorized to operate systems valves and hydrants by Owner.

g. Supply all plugs, pumps, weirs, gauges, etc., necessary to conduct the tests, including means to accurately measure the quantity of water used to maintain test pressure during the test period.

h. Flush piping systems with water prior to testing. i. Examination – Carefully examine all exposed pipe, fittings, valves,

and joints during the test. Any damaged or defective pipe, fittings, or valves that are discovered following the pressure test shall be repaired or replaced with sound material and the test shall be repeated.

j. Repair visible leaks, regardless of the amount. k. If the section being tested fails to pass the pressure or leakage test,

determine the source or sources of leakage, permanently repair or replace all defective materials and/or workmanship. The extent and type of repair as well as results, is subject to the approval of the Engineer. The completed pipe installation shall then be retested and required to meet the pressure and leakage requirements of the test.

3.04. STERILIZATION

A. All pipe and fittings connected to and forming part of a potable water supply system shall be sterilized. 1. Sterilization shall be accomplished after the pipe has passed the hydrostatic

tests and shall be in accordance with AWWA C651 and the state (or county) Department of Health having jurisdiction over the project.

2. Use the continuous feed method for chlorine application. 3. Fill all new piping with not less than 25 parts per million (ppm) of available

chlorine and held in contact for not less than 24 hours. 4. During this time, operate all valves in the section treated in order to disinfect

the appurtenances. 5. Final tests after 24 hours’ contact time shall show a minimum residual chlorine

content of 10 ppm in all parts of the system. 6. Repeat sterilization tests as often as necessary, and as directed by the Engineer,

until the minimum residual chlorine content of 25 ppm has been reached. 7. All chlorine introduced into the system shall be totally dissolved. 8. The introduction of solid hypochlorite directly into the system is prohibited. 9. Thoroughly flush out the chlorine solution prior to placing the new pipe in

service. 10. Dispose of spent chlorine solution in such a way as not to be detrimental to

animal, plant or fish life. 11. The Contractor shall bear all costs of sterilization.


12. Dispose of chlorinated water in accordance with the requirements of the state and local agencies with jurisdiction over the release of potential contaminants to the environment.

13. All pressure and leakage tests of the water system prior to start of sterilization. 14. Contractor must conduct two bacteriological tests 24 hours apart.

3.05. CONNECTIONS TO EXISTING PIPES

A. Connections to existing pipes shall be by dry connection by inserting a tee with coupling where shown on the Drawings.

B. Contractor to verify outside dimension of existing pipes.

3.06. TEMPORARY PLUGGING

A. When pipe laying is not actually in progress, close the open ends of the pipes temporarily with pipe plugs or by other means such that there is no possibility of any water or foreign material entering the line.

3.07. CLEANING PIPELINE

A. At the conclusion of the work, thoroughly clean all new pipes by flushing with water or other means to remove all dirt, stones, pieces of wood, etc., which may have entered during the construction period. 1. Flush pipes at a minimum rate of 2.5 feet per second for a suitable duration. 2. If, after this cleaning, any obstructions remain, they shall be corrected to the

satisfaction of the Engineer.


3.08. PROCESS PIPING

Pipe Legend Number Identity

Predominant Size Material

Schedule or Class Joints

Testing Procedure Type

4 Raw Plant Influent 14” , 18” DIP 53 Mechanical A 5 Primary Clarifier Influent 6” DIP 53 Flanged, mechanical A 6 Primary Clarifier Effluent 14” DIP 53 Mechanical A 7 RBC Unit Bypass 14” HDPE SDR 17 Butt fusion C 8 Secondary Clarifier Influent 12” DIP 53 Mechanical A 9 Secondary Clarifier Effluent 12”, 6”, 14” DIP 53 Flanged, mechanical A

10 Plant Effluent 14” DIP 53 Mechanical A 11 Grit 4” DIP 53 Flanged, mechanical A

12A Primary Sludge 6” Glass-lined DIP 53 Flanged, mechanical C 13 Secondary Sludge 4” DIP 53 Flanged, mechanical C 15 Belt Filter Press Feed 6” DIP 53 Flanged, mechanical A 16 Belt Filter Press Filtrate 6” , 4” DIP 53 Mechanical A 17 Sodium hypochlorite 3/8”, 1/2”

4” PEX tubing PVC

N/A Schedule 80

N/A; Solvent weld

C

18 Sodium bisulfite 3/8” 4”

PEX tubing PVC

N/A Schedule 80

N/A Solvent weld

C

19 Polymer 1-1/2” PVC Schedule 80 Solvent weld C 22 Vent 6”

6” 2”

DIP PVC PVC

53 Schedule 80 Schedule 80

Flanged Solvent weld Solvent weld

A / C

24 Process Drain 6”, 2” DIP, PVC 53, Schedule 80

Mechanical, Solvent weld

A

25 Sanitary Drain 2”, 4” HDPE SDR 17 Butt-Fusion C 26 Sump Pump Discharge 2” PVC Schedule 80 Solvent weld C 27 Process Air 6”, 8” SS 10S Welded E 28 Sample 2” PVC Schedule 80 Solvent weld C

END OF SECTION

49

WP

36"

49

WP

36"

49

49

WP

36"

47

L1

47

L1

LP1-47

LP1-49

WP

RBC-3010 RBC-3020 RBC-3030

RBC-3040 RBC-3050 RBC-3060

RBC-3010 LOCAL

CONTROL STATION

RBC-3040 LOCAL

CONTROL STATION

RBC-3020 LOCAL

CONTROL STATION

RBC-3030 LOCAL

CONTROL STATION

RBC-3050 LOCAL

CONTROL STATION

RBC-3060 LOCAL

CONTROL STATION

1

1

B-3071

B-3072

B-1620

B-1610

EQUALIZATION

TANK BLOWER

CONTROL PANEL

RBC AERATION

BLOWER CONTROL

PANEL

FS-3075

3

1

WP

36"

2

SHEET KEY NOTES:

PROVIDE TWO (2) 3/4 INCH DIAMETER X 10 FOOT COPPER GROUND RODS. BOND ALL TANK

METAL STRUCTURES TO GROUND RODS. REFER TO TYPICAL TANK GROUNDING DETAIL ON

SHEET E-021.

PROVIDE WEATHER PROOF RECEPTACLE WITH INTEGRAL GFI PROTECTION. INSTALL AT 36"

ABOVE FINISHED GRADE. PROVIDE NECESSARY STAINLESS STEEL UNISTRUT SUPPORT SYSTEM

AND HARDWARE FOR MOUNTING TO PRE-ENGINEERED METAL BUILDING COLUMN.

(TYPICAL OF 4).

PROVIDE MOUNTING STAND FOR INSTALLATION OF CONTROL PANEL. REFER TO DETAILS ON

SHEET E-021 FOR REQUIREMENTS AND PROVIDE ALL NECESSARY INSTALLATION HARDWARE.

(TYPICAL OF 6).

1

2

3

GENERAL SHEET NOTES:

1. REFER TO E-001 FOR ELECTRICAL LEGENDS, ABBREVIATIONS AND GENERAL PROJECT NOTES.

2. PROVIDE A DEDICATED GROUNDING CONDUCTOR FOR ALL ELECTRICAL EQUIPMENT AND

ASSOCIATED EQUIPMENT/DEVICES.

3. EQUIPMENT & DEVICE LOCATIONS ARE SHOWN AS GENERAL IN NATURE. REFER TO D-SHEETS

FOR EXACT LOCATIONS. CLOSE COORDINATION BETWEEN TRADE CONTRACTORS REQUIRED.

4. ALL EXTERIOR RECEPTACLES TO BE INSTALLED AT A HEIGHT OF 36" A.F.G. FINAL INSTALLATION

HEIGHT TO BE COORDINATED WITH THE DIRECTOR'S REPRESENTATIVE PRIOR TO ROUGH-IN.

5. ALL EQUIPMENT LOCATIONS/INSTALLATIONS TO COMPLY WITH NEC ARTICLE 110.26 'SPACES

ABOUT ELECTRICAL EQUIPMENT'.

6. REFER TO ELECTRICAL SINGLE LINE DIAGRAMS, RISER DIAGRAMS, SCHEDULES, AND DETAILS FOR

ADDITIONAL INFORMATION/REQUIREMENTS.

7. COORDINATE ALL THRU SLAB CONDUIT PENETRATIONS AND IN SLAB CONDUIT ROUTING WITH

'C'-CONTRACT PRIOR TO CONCRETE BEING POURED.

8. COORDINATE ALL ASPECTS OF SEQUENCE OF CONSTRUCTION WITH 'C'-CONTRACT AND

DIRECTOR'S REPRESENTATIVE. REFER TO SEQUENCE OF WORK SPECIFICATIONS (011000) AND

G-DRAWINGS FOR OVERALL PHASING REQUIREMENTS.

9. SEE EQUIPMENT CONNECTION SCHEDULE ON E-026 & E-027 FOR ADDITION

INFORMATION/REQUIREMENTS.

10. ADJUST FINAL INTERIOR LIGHT FIXTURE LOCATIONS TO AVOID CONFLICTS WITH EQUIPMENT,

PIPING SYSTEMS, DUCT-WORK, AND OVERHEAD DOORS. COORDINATE WITH ALL TRADE

CONTRACTORS TO AVOID CONFLICT.

45857

DESIGN & CONSTRUCTION

EASTERN CORRECTIONAL FACILITY30 INSTITUTION ROAD

NAPANOCH, NEW YORK

DEPARTMENT OF CORRECTIONSAND COMMUNITY SUPERVISION

P: 315.836.4062 jstoneeng.comF: 888.999.9672

JADE STONE ENGINEERINGmechanical, electrical, plumbing

444 VANDUZEE ST. WATERTOWN NY 13601

REHABILITATE WASTEWATERTREATMENT PLANT

ELECTRICAL PLAN - ROTATING BIOLOGICAL CONTACTOR (RBC) UPPER PLANSCALE: 3/16" = 1'=0"

0

SCALE 3/16"=1'-0" AT ORIGINAL SIZE

8'-0"6'-0"4'-0"2'-0"

N

REVISED DRAWING12/09/2020

6

2

400 AMP BUS

400A MCB

208Y/120 VOLT 3ϕ, 4W+G

22KAIC RMS SYM

PANEL 'LP1'

(SLUDGE DEWATERING BUILDING)

BREAKER

ACCESSORIES & TRIM:

1. MOUNTING: SURFACE

2. NEMA 1 ENCLOSURE

3. DOOR-IN-DOOR COVER

4. COPPER BUS BARS

5. BASIS OF DESIGN: EATON PRL3A

AMP POLE

BREAKER

AMP POLE

CIRCUIT SERVEDCIRCUIT NUMBER CIRCUIT SERVED CIRCUIT NUMBER

1

3

5

7

9

11

13

15

17

2

4

6

8

10

12

14

16

18

19 20

21 22

23 24

25 26

27 28

29 30

GENERAL SCHEDULE NOTES:

1. VERIFY ALL CIRCUIT BREAKER REQUIREMENTS WITH EQUIPMENT CONNECTION SCHEDULE AND 'C'-CONTRACT.

2. PROVIDE SPARE BREAKERS AS INDICATED.

3. PROVIDE TOTAL NUMBER OF 1P SPACES AS INDICATED. PROVIDE BLOCK OFF PLATES FOR ALL SPACES WHICH ARE

NOT UTILIZED.

4. REFER TO ELECTRICAL PLANS FOR GENERAL LOCATIONS OF EQUIPMENT.

5. REFER TO ELECTRICAL SINGLE LINE DIAGRAMS & SCHEDULES FOR ADDITIONAL INFORMATION/REQUIREMENTS.

6. BALANCE PANEL LOAD ACROSS ALL PHASES EQUALLY.

7. FIELD VERIFY CIRCUIT BREAKER RATINGS OF ANY EXISTING TO REMAIN LOADS AS INDICATED ON THE SINGLE LINE

DIAGRAMS. PROVIDE CIRCUIT BREAKERS AS NECESSARY TO PROVIDE POWER FROM PANEL. REFER TO THE SINGLE

LINE DIAGRAMS FOR ADDITIONAL INFORMATION/REQUIREMENTS. COORDINATE ALL EXISTING TO REMAIN LOADS

WITH THE DIRECTOR'S REPRESENTATIVE AND 'C'-CONTRACT AND PROVIDE AS REQUIRED.

8. PROVIDE ARC FLASH WARNING LABEL PER SPECIFICATION SECTION 260573.

9. PROVIDE TYPED PANEL DIRECTORY INDICATING LOADS SERVED.

10. PROVIDE ALL REQUIRED MOUNTING HARDWARE, BRACKETS, ACCESSORIES, ETC...

11. COORDINATE FINAL LABELING REQUIREMENTS WITH THE DIRECTOR'S REPRESENTATIVE AND PROVIDE NAMEPLATE

PER SPECIFICATIONS.

12. PROVIDE LUG TERMINATION KITS, OR PIN ADAPTORS AS NECESSARY TO TERMINATE THE NUMBER OF SETS OF

CONDUCTORS AND SIZE SHOWN/SPECIFIED.

LIGHTS SLUDGE DEWATERING ROOM

RECEPTS. SLUDGE DEWATERING ROOM

LIGHTS EXTERIOR

LIGHTS ELECTRICAL ROOM 20 120 1

20 1

20 1

32

34

36

38

40

42

31

33

35

37

39

41

30 3

PRIMARY CLARIFIER NO. 2 CONTROL PANELPRIMARY CLARIFIER NO. 1 CONTROL PANEL

30 3

225 AMP BUS

200A MCB

208Y/120 VOLT 3ϕ, 4W+G

22KAIC RMS SYM

PANEL 'LP2'

(CHEMICAL STORAGE BUILDING)

BREAKER

ACCESSORIES & TRIM:


2. NEMA 1 ENCLOSURE


4. COPPER BUS BARS


AMP POLE

BREAKER

AMP POLE


1

3

5

7

9

11

13

15

17

2

4

6

8

10

12

14

16

18

19 20

21 22

23 24

25 26

27 28

29 30





NOT UTILIZED.


5. REFER TO ELECTRICAL SINGLE LINE DIAGRAMS & SCHEDULES FOR ADDITIONAL INFORMATION/REQUIREMENTS.


7. FIELD VERIFY CIRCUIT BREAKER RATINGS OF ANY EXISTING TO REMAIN LOADS AS INDICATED ON THE SINGLE LINE

DIAGRAMS. PROVIDE CIRCUIT BREAKERS AS NECESSARY TO PROVIDE POWER FROM PANEL. REFER TO THE SINGLE

LINE DIAGRAMS FOR ADDITIONAL INFORMATION/REQUIREMENTS. COORDINATE ALL EXISTING TO REMAIN LOADS

WITH THE DIRECTOR'S REPRESENTATIVE AND 'C'-CONTRACT AND PROVIDE AS REQUIRED.





PER SPECIFICATIONS.



LIGHTS CHEMICAL ROOM

LIGHTS EXTERIOR

LIGHTS MECHANICAL ROOM / BATHROOM 20 120 1

20

32

34

36

38

40

42

31

33

35

37

39

41

RECEPTS. MECHANICAL ROOM20 11

RECEPTS. BATHROOM 20 RECEPTS. CHEMICAL ROOM20 11

DED. RECEPT. EXTERIOR 20 1 FIRE ALARM CONTROL PANEL - FACP20 1

RECEPT. EXTERIOR20 1

RECEPTS. SLUDGE DEWATERING ROOM20 1

RECEPTS. ELECTRICAL ROOM 20 1 FIRE ALARM CONTROL PANEL - FACP20 1

LEVEL TRANSMITTER (LIT-5911) 20 1

30 3

SECONDARY CLARIFIER NO. 2 CONTROL PANELSECONDARY CLARIFIER NO. 1 CONTROL PANEL

30 3

HOT WATER HEATER (CSB-WH-1)

35 2

SPARE 20 1 SPARE20 1

LEVEL TRANSMITTER (LIT-4601 & LIT-4701) 20 1

FLOW TRANSMITTER (FIT-4850) 20 1

WEIGH SCALE TRANSMITTER (WIT-4630 & WIT-4730)20 1

REMOTE FILL CONTROL PANEL20 1

DISINFECTION CONTROL PANEL30 1

GRIT REMOVAL SYSTEM HEAT TRACE

30 2

RECEPT. EQ TANK AREA 20 1

LIGHT & RECEPT. FLOW METER VAULT 20 1LEVEL TRANSMITTER (LIT-5401)20 1

INFLUENT FLOW TRANSMITTER (FIT-1650) 20 1

LEVEL TRANSMITTER (LIT-3701) 20 1

RECEPT. CHLORINE CONTACT TANK 20 1 RECEPT. SECONDARY PUMPING STATION 20 1

ROLL UP DOOR MOTOR (E.T.R.) 20 1

ROLL UP DOOR MOTOR (E.T.R.) 20 1

HOT WATER HEATER (SDB-WH-1)

FLOW TRANSMITTER (FIT-5150)

151

LOUVER & MOTORIZED DAMPER ( SDB-MOD-4)

225 AMP BUS

200A MCB

480Y/277 VOLT 3ϕ, 4W+G

35KAIC RMS SYM

PANEL 'PP2'

(CHEMICAL STORAGE BUILDING)

BREAKER

AMP POLE

BREAKER

AMP POLE


1

3

5

7

9

11

13

15

17

2

4

6

8

10

12

14

16

18

19 20

21 22

23 24

25 26

27 28

29 30

SECONDARY SLUDGE PUMPING STATION CP

30 3

32

34

36

38

40

42

31

33

35

37

39

41

ACCESSORIES & TRIM:


2. NEMA 1 ENCLOSURE


4. COPPER BUS BARS


6. INTEGRAL TVSS

125 3

TR2 (PANEL 'LP2')

INTERMEDIATE PUMPING STATION CP

30 315 3

SODIUM BISULFITE INDUCTION MIXER CP

RECEPT. SECONDARY CLARIFIER NO. 2 20 1CHLORINE ANALYZER (AIT-4860)

20 1

LOUVER AND MOTORIZED DAMPER (CSB-MOD-3) 15

15

15

15

15

15

LOUVER AND MOTORIZED DAMPER (CSB-MOD-4)



1

1

1

1

1

1SUPPLY FAN (CSB-F-1)

EXHAUST FAN (CSB-F-5)


201

CABINET UNIT HEATER 1 (CSB-EWH-1)

30 2

HOT WATER HEATER (CSB-WH-2)25

1

UNIT HEATER 1 (CSB-EUH-1)



20

20

15

3

3

3

20 3



153

CABINET UNIT HEATER (SDB-EWH-1)

302

LOUVER & MOTORIZED DAMPER (SDB-MOD-1)


15

15

1

1LOUVER & MOTORIZED DAMPER (SDB-MOD-3) 15 1

EXHAUST FAN (SDB-F-3) 20 1

EXTERIOR EYE WASH 201

20

15

1

1

15

15

15

30

20

20

1

1

1

2

1

1

25

20

20

1

1

1

EXHAUST FAN (PCPS-F-1)


HVAC MONITORING PANEL

POLYMER FEED SYSTEM CONTROL PANEL

EXHAUST FAN (EQT-F-1)

LOUVER & MOTORIZED DAMPER (SDB-MOD-5A)

PRIMARY SLUDGE P.S HEATER (PCPS-EWH-1)

PRIMARY SLUDGE PUMP STATION LIGHT

REMOTE GAS MONITORING PANEL

20 1

LOUVER & MOTORIZED DAMPER (CSB-MOD-5)15 1

INTERIOR EYE WASH

43

45

47

49

51

53

55

57

59

61

63

65

67

69

71

44

46

48

50

52

54

56

58

60

62

64

66

68

70

72

SODIUM HYPOCHLORITE TRANSFER PUMP

SODIUM HYPOCHLORITE FEED PUMP (CFP-4620)

SODIUM HYPOCHLORITE FEED PUMP (CFP-4610)

SODIUM BISULFITE TRANSFER PUMP

SODIUM BISULFITE FEED PUMP (CFP-4720)

SODIUM BISULFITE FEED PUMP (CFP-4710)

1

1

1

20

20

20

1

1

1

20

20

20

RECEPT. CHLORINE CONTACT TANK

SPARE

SPARE

SPARE

SPARE

20

20

20

SPARE

GRINDER PUMP STATION CONTROL PANEL

SPARE

20

30

30

1

3

3

1

1

1

SPACE

SPACE

SPACE

30

30

-

-

-

3

3

-

-

-

-

-

-

-

SPARE

SPARE

SPARE

SPACE

SPACE

EMERGENCY WARNING LIGHT & SOUNDER/HORN201


1. SWITCH TO HAVE A SOLID GROUND BAR.

2. AUTOMATIC TRANSFER SWITCH TO BE OF THE OPEN TRANSITION TYPE. 6. PROVIDE ATS WITH CATERPILLAR ATC-300+ CONTROLLER OR APPROVED EQUAL.

3. REFER TO SINGLE LINE DIAGRAM FOR ADDITIONAL INFORMATION/REQUIREMENTS. 7. ATS TO BE PAD MOUNTED. REFER TO E-020.

4. TRANSFER SWITCH TO BE SERVICE ENTRANCE RATED. 8. FIXED POWER BREAKERS TO BE OF THE ELECTRONIC TRIP TYPE (LSI SETTINGS).

5. PROVIDE AS CATERPILLAR ATC SERVICE ENTRANCE RATED MCCB AND POWER BREAKER-BASED 9. FIXED POWER BREAKERS TO BE INTERLOCKED. ONLY ONE NORMALLY OPEN AND ONE

AUTOMATIC TRANSFER SWITCH OR APPROVED EQUAL. NORMALLY CLOSED AT ALL TIMES. UNDER NO SCENARIO ARE BOTH BREAKERS

TO BE NORMALLY CLOSED.

TRANSFER SWITCH SCHEDULE

34X480Y/277V, 3∅, 4W 600AT

(QTY. 2)

800AF

(QTY. 2)

SOLID -AUTOMATIC

DESIGNATIONTRANSFER TYPE VOLTAGE

AMPERAGE MAIN INPUT BREAKERPOLE

NEUTRAL NEMA ENCLOSURE REMARKS

ATS65

KAIC

OUTSIDE

SLUDGE

DEWATERING

LOCATION

20

20

20

1

1

1

43 44

45 46

47 48

49 50

51 52

5453 SPARE

LIGHTS - RBC BLOWER PAD

SITE NPW BACKFLOW PREVENTER ENCLOSURE20 1

LAB BUILDING 'DP1'

LIGHT & RECEPT. PRIMARY PUMPING STATION20 1

201

2003

RECEPTACLES - RBC BLOWER PAD

SPARE

SPARE

15 3





NOT UTILIZED.


5. REFER TO ELECTRICAL SINGLE LINE DIAGRAMS, RISER DIAGRAMS & SCHEDULES FOR ADDITIONAL

INFORMATION/REQUIREMENTS.






PER SPECIFICATIONS.



TVSS

30 3

SPARE

SPARE

60

30

SPARE

SPACE

SPACE

SPACE

153

- -

-

-

-

-


1. GENERATOR DOCKING STATION TO BE MODEL DBDS-065P-LM-JK2R AS MANUFACTURED BY TRYSTAR OR APPROVED EQUAL.

2. GENERATOR DOCKING STATION TO HAVE A SOLID GROUND BAR.

3. GENERATOR DOCKING STATION TO BE RATED AT MINIMUM 65KAIC.

4. GENERATOR DOCKING STATION TO BE SERVICE ENTRANCE RATED. PROVIDE INTERNAL CIRCUIT BREAKERS AS REQUIRED. ALL REQUIREMENTS TO BE PER NEC.

5. REFER TO SPECIFICATION SECTION 263623 FOR ADDITIONAL INFORMATION.

GENERATOR DOCKING STATION SCHEDULE

3 3R480Y/277V, 3∅ 600A(DUAL BREAKER SCHEME)

600A SOLID -MANUAL

DESIGNATION TRANSFER TYPE VOLTAGE AMPERAGE CIRCUIT BREAKER TYPE POLE NEUTRAL NEMA ENCLOSURE REMARKS

GENERATOR

DOCKING

STATION

65 (MIN.)

KAIC

PART DESCRIPTION:

· 600A 480Y/277V DUAL BREAKER DOCKING STATION· ONE (1) 600A 3 POLE UTILITY BREAKER KIRK KEYED WITH ONE (1) 600A 3 POLE ROLE UP

GENERATOR BREAKER.

· ETL LISTED TO UL 1008 STANDARDS· UL 50 LISTED

STANDARD FEATURES:

· BOTTOM HINGED DOOR WILL NOT OPEN UNLESS MAIN DOOR HAS BEEN OPENED· ALL ALUMINUM CONSTRUCTION· POWDER COAT COLOR: HAMMER GRAY· SILVER PLATED COPPER BUSBAR· CLEAR FLIP COVERS ON ALL PANEL MOUNTS TO PREVENT ACCIDENTAL CONTACT· PADLOCKABLE SWINGING FRONT DOOR· PHASE ROTATION MONITORINCLUDED OPTIONS:· EXTRA DEPTH FOR BOTTOM CONDUIT ACCESS

· KIRK KEY INTERLOCKED CIRCUIT BREAKERS.

STANDARD COMPONENTS:

· TWO (2) 600 MCM MECHANICAL LUG TERMINATION PER PHASE, NEUTRAL, AND GROUNDFOR PERMANENT CONNECTION TO LOAD SIDE.

· TWO (2) 600 MCM MECHANICAL LUG TERMINATION PER PHASE, NEUTRAL, AND GROUNDFOR PERMANENT CONNECTION TO LINE SIDE.

201

201

201

45857

DESIGN & CONSTRUCTION

EASTERN CORRECTIONAL FACILITY30 INSTITUTION ROAD

NAPANOCH, NEW YORK

DEPARTMENT OF CORRECTIONSAND COMMUNITY SUPERVISION

P: 315.836.4062 jstoneeng.comF: 888.999.9672

JADE STONE ENGINEERINGmechanical, electrical, plumbing

444 VANDUZEE ST. WATERTOWN NY 13601

REHABILITATE WASTEWATERTREATMENT PLANT

REVISED DRAWING 12/08/2020

6

6

Addendum No. 6_0400519 Process Piping45857-E-011Sheets and Views45857-E-011-E-011

45857-E-025Sheets and ViewsE-025