9
Page 1 of 2 Project No. 41859-C,P,E DESIGN AND CONSTRUCTION GROUP THE GOVERNOR NELSON A. ROCKEFELLER EMPIRE STATE PLAZA ALBANY, NY 12242 ADDENDUM NO. 3 TO PROJECT NO. 41859 CONSTRUCTION WORK, PLUMBING WORK AND ELECTRICAL WORK REPLACE WATER TOWER & WATER SOFTENING SYSTEM EASTERN CORRECTIONAL FACILITY 30 INSTITUTION ROAD PO BOX 338 NAPANOCH, NY 12458 December 5, 2017 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. SPECIFICATIONS – CONSTRUCTION WORK 1. SECTION 087100 FINISH HARDWARE, Paragraph 2.05A Delete Items Nos. 3 through 6 and add: “10. Furnish uncombinated cores/cylinders for keying by Best Access Solutions, Code 330 Keyway K BE1C7K1-626. 11. Furnish sufficient drivers, core springs (1 bag of 22S), pins (1 bag each of A-0 thru A-5. B-2 thru B-19) and caps (1/bag of 21C) for pinning by the Facility. 12. Furnish 50 blank Best keys.” 2. SECTION 331216 WATER UTILITY DISTRIBUTION VALVES, Part 2, Add paragraph: “2.08 LINE STOPPING A. Line stopping may be done by equipment manufactured by “Hydra-Stop” Inc., or “IPSCO” International Piping Services Co.” SPECIFICATIONS – PLUMBING WORK 3. SECTION 409213 ELECTRICALLY OPERATED PRIMARY CONTROL VALVES: Discard the section bound in the Project Manual and substitute the attached Section (409213-1 through 409213-3) noted “Revised: 11/30/2017.” 4. SECTION 331210 WATER SYSTEM CONTROL, Delete entire section. DRAWINGS 5. Drawing Nos. E-102, E-104, E-105, & E-106 Noted “Revised Drawing 11/30/2017” accompany this Addendum and supersede the same numbered originally issued drawings.

DESIGN AND CONSTRUCTION GROUP THE … 03...Page 1 of 2 Project No. 41859-C,P,E DESIGN AND CONSTRUCTION GROUP THE GOVERNOR NELSON A. ROCKEFELLER EMPIRE STATE PLAZA ALBANY, NY 12242

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Page 1: DESIGN AND CONSTRUCTION GROUP THE … 03...Page 1 of 2 Project No. 41859-C,P,E DESIGN AND CONSTRUCTION GROUP THE GOVERNOR NELSON A. ROCKEFELLER EMPIRE STATE PLAZA ALBANY, NY 12242

Page 1 of 2 Project No. 41859-C,P,E

DESIGN AND CONSTRUCTION GROUP

THE GOVERNOR NELSON A. ROCKEFELLER

EMPIRE STATE PLAZA

ALBANY, NY 12242

ADDENDUM NO. 3 TO PROJECT NO. 41859

CONSTRUCTION WORK, PLUMBING WORK AND ELECTRICAL WORK

REPLACE WATER TOWER & WATER SOFTENING SYSTEM

EASTERN CORRECTIONAL FACILITY

30 INSTITUTION ROAD

PO BOX 338

NAPANOCH, NY 12458

December 5, 2017

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.

SPECIFICATIONS – CONSTRUCTION WORK

1. SECTION 087100 FINISH HARDWARE, Paragraph 2.05A Delete Items Nos. 3 through 6 and

add:

“10. Furnish uncombinated cores/cylinders for keying by Best Access Solutions, Code 330

Keyway K BE1C7K1-626.

11. Furnish sufficient drivers, core springs (1 bag of 22S), pins (1 bag each of A-0 thru A-5.

B-2 thru B-19) and caps (1/bag of 21C) for pinning by the Facility.

12. Furnish 50 blank Best keys.”

2. SECTION 331216 WATER UTILITY DISTRIBUTION VALVES, Part 2, Add paragraph:

“2.08 LINE STOPPING

A. Line stopping may be done by equipment manufactured by “Hydra-Stop”

Inc., or “IPSCO” International Piping Services Co.”

SPECIFICATIONS – PLUMBING WORK

3. SECTION 409213 ELECTRICALLY OPERATED PRIMARY CONTROL VALVES: Discard

the section bound in the Project Manual and substitute the attached Section (409213-1 through

409213-3) noted “Revised: 11/30/2017.”

4. SECTION 331210 WATER SYSTEM CONTROL, Delete entire section.

DRAWINGS

5. Drawing Nos. E-102, E-104, E-105, & E-106 Noted “Revised Drawing 11/30/2017” accompany

this Addendum and supersede the same numbered originally issued drawings.

Page 2: DESIGN AND CONSTRUCTION GROUP THE … 03...Page 1 of 2 Project No. 41859-C,P,E DESIGN AND CONSTRUCTION GROUP THE GOVERNOR NELSON A. ROCKEFELLER EMPIRE STATE PLAZA ALBANY, NY 12242

Page 2 of 2 Project No. 41859-C,P,E

6. Drawing C-105, Detail No. 5, Note No. 1, Change note to read: “PROVIDE CONCRETE

BLOCKING TO ALL PIPELINES 4” DIAMETER AND LARGER AT HYDRANTS, TEES,

PLUGS, CAPS AND BENDS. BLOCKING SHALL BE COMPOSED OF CONCRETE

HAVING A COMPRESSIVE STRENGTH OF NOT LESS THAN 3,000 PSI AND SLUMP OF

2”-4”. PLACE BLOCKING BETWEEN SOLID GROUND AND FITTING TO BE

ANCHORED. ENSURE THAT ALL ANCHORED FITTINGS AND JOINTS REMAIN

ACCESSIBLE.”

END OF ADDENDUM

Margaret F. Larkin

Executive Director

Design and Construction

Page 3: DESIGN AND CONSTRUCTION GROUP THE … 03...Page 1 of 2 Project No. 41859-C,P,E DESIGN AND CONSTRUCTION GROUP THE GOVERNOR NELSON A. ROCKEFELLER EMPIRE STATE PLAZA ALBANY, NY 12242

Updated 06/20/2011

Printed 11/29/2017 409213- 1 Project No. 41859-P

SECTION 409213

ELECTRICALLY OPERATED PRIMARY CONTROL VALVES

Revised: 11/30/2017

PART 1 GENERAL

1.01 RELATED WORK SPECIFIED ELSEWHERE

A. Potable Water Process Piping: Section 402323

B. Water Softener System: Section 466316

1.02 REFERENCES

A. AWWA C530 – Pilot Operated Control Valves

1.03 SUBMITTALS

A. Submit product data under provisions of Section 013300.

B. Product Data: Provide data on materials and accessories.

C. Manufacturer's Certificate: Certify that products meet or exceed specified

requirements.

1.04 QUALITY ASSURANCE

A. Valves: Manufacturer's name and pressure rating marked on valve body.

1.05 DELIVERY, STORAGE AND HANDLING

A. Deliver, store, protect and handle products to site under provisions of Section

016500.

B. Deliver and store valves in shipping containers with labeling in place.

PART 2 PRODUCTS

2.01 FLOW CONTROL VALVES

A. 131 Series, as Manufactured by CLA-VAL. Model 131G-

01ABCDNPSKCHxHHFC, 150F, DS, CS2-SS 120vac, X105LCW

Page 4: DESIGN AND CONSTRUCTION GROUP THE … 03...Page 1 of 2 Project No. 41859-C,P,E DESIGN AND CONSTRUCTION GROUP THE GOVERNOR NELSON A. ROCKEFELLER EMPIRE STATE PLAZA ALBANY, NY 12242

Updated 06/20/2011

Printed 11/29/2017 409213- 2 Project No. 41859-P

1. Valve body and cover: epoxy-coated ductile iron, flanged ends, 250 PSI.

2. Disc retainer and diaphragm washer: cast iron.

3. Stainless steel valve trim: removable cover bearing of the main valve, the

disc guide, and the main valve seat

4. Disc: Buna-N Rubber

5. Diaphragm: Nylon reinforced Buna-N Rubber

6. Stem, nut and spring: Stainless steel

7. Electronic controller: VC22-D Series powered by 115 volt single phase

power supply from the main control panel on the skid. This device shall have

a 115/60, 10 amp output for each of the command solenoids. It shall be

configured to receive a 4-20 mA command signal and a 4-20 mA feedback

signal. Contractor will be responsible to make connections to these terminal

strip contacts. The VC22-D will initiate appropriate valve modulation based

upon deviation. The controller shall be provided with terminal strips clearly

marked for connection of power supply, command and feedback analog

signals.

8. Additional features: flow clean strainer, pilot isolation valves, flow control

(closing), check valve with isolation valve, CV flow control (opening),

internal check feature.

9. Provide two (2) solenoid valves on the valve pilot system to be controlled by

the electronic controller. Each solenoid will have a by-pass valve to allow for

manual override.

10. All pilot tubing and fittings shall be stainless steel.

11. The valve inlet and outlet will have installed 4 ½” oil filled gauges, with

gauge pressure readings of 0-160 PSI.

PART 3 EXECUTION

3.01 INSTALLATION

A. All valves and valve accessories shall be installed by workers thoroughly experienced

in such work and all valve work shall be properly supported and aligned and present

a neat and workmanlike appearance. All other required temporary or permanent

supports for the valves shall be included in this contract to the approval of the

Engineer.

3.02 INSTALLATION OF VALVES AND ACCESSORIES

A. Inspection - All valves and accessories are subject to inspection by the Engineer at

the point of delivery for manufacturer, direction of opening, freedom of operation,

Page 5: DESIGN AND CONSTRUCTION GROUP THE … 03...Page 1 of 2 Project No. 41859-C,P,E DESIGN AND CONSTRUCTION GROUP THE GOVERNOR NELSON A. ROCKEFELLER EMPIRE STATE PLAZA ALBANY, NY 12242

Updated 06/20/2011

Printed 11/29/2017 409213- 3 Project No. 41859-P

tightness of pressure-containing bolt, cleanliness of valve ports and especially seating

surfaces, handling damage, cracks and any other damage.

B. Valves found to be either defective or damaged shall be rejected and immediately

removed from the job site.

C. Handling - All valves and boxes shall be loaded and unloaded by lifting with hoists

or skidding under control with ropes in order to avoid shock or damage. Under no

circumstances shall valves and boxes be dropped.

D. Storage - Valves, joint accessories and valve boxes, if stored, shall be kept safe from

damage. The interior of the valve and the joint accessories shall be kept free from

dirt or foreign matter at all times.

E. Installation - All valves shall be set in a plumb position.

F. Perform operating tests on valves as per the manufacturer’s recommendations to

determine they are in satisfactory operating condition.

G. The electronic valve controller shall control the solenoids on the combination

electronic flow limiting valve based on the 4-20mA flow command set-points and a

4-20 mA feedback signal from the PLC provided with the water softener skid. It

shall receive a flow set-point for the purposes of blending raw water and treated

water. The valve shall maintain a remote (flow) set point, based on the flow

generated by the blend meter from the PLC. In the event of a power failure, the valve

shall remain in its last position.

H. Electronic controller shall be installed and wired to the valve solenoids and the main

control panel by the Contractor.

I. An authorized factory agent with not less than ten years of experience with these

components shall be available for ½ day (4 hours on site) to perform the valve start-

up services. The agent shall program and calibrate the electronic controller which

shall receive a remote 4-20mA set point (desired flow) as an input to the electronic

controller. This same agent shall be available for a second, ½ day (4 hours on site)

start-up service call if required to verify field wiring of the valve to the PLC/main

control panel.

END OF SECTION

Page 6: DESIGN AND CONSTRUCTION GROUP THE … 03...Page 1 of 2 Project No. 41859-C,P,E DESIGN AND CONSTRUCTION GROUP THE GOVERNOR NELSON A. ROCKEFELLER EMPIRE STATE PLAZA ALBANY, NY 12242

X

X

X

X

X

XX

XX

X

X

X

X

X

E

E

E

E

E

E

E

E

E

E

E

W

Partial Electrical Site Plan1 SCALE: 1" = 30'

MATCH LINE SEE SHEET E-101A A

PARTIAL ELECTRICALSITE PLAN

E-102

1.5 MG GLASS-FUSED TO STEEL ELEVATED WATER STORAGE TANK (N.I.C.)

GRADING & CONTRACT LIMIT LINE

3 - 4/0 AWG. IN 2 1/2" E.C. (SEE NOTE #1)

NOTES:1. CONTRACTOR SHALL STUB NEW FEEDERS INTO SECONDARY COMPARTMENT

OF TRANSFORMER TR4. TERMINATE NEW FEEDERS TO AVAILABLE BUSS WITHINTRANSFORMER. PROVIDE NEW TERMINATION LUGS AS REQUIRED.

SEE NOTE 1

2. PROVIDE TRENCHING, CONDUIT, CONDUCTORS, TAP CONNECTION FROM TR-4TO NEW TANK PP-1. BACKFILL AND RESTORE DISTURBED AREAS.

Melville, NY • White Plains, NY • New City, NY • Albany, NY • Parsippany, NJ • Howell, NJ

architects+

engineers

REVISED DRAWING11/30/2017

GROUNDROD, TYP.FOR 2

MANHOLECOVER LIP

#4/0 GROUNDLOOP. SUPPORTAND FASTEN TOMANHOLE WALL

NON-METALLICCABLE RACK,TYP., NOTE 1

NOTES:1. NUMBER OF CABLE RACKS SHOWN IS FOR REFERENCE

ONLY. ACTUAL NUMBER OF RACKS MAY VARY PERMANHOLE. CONTRACTOR SHALL PROVIDED A MINIMUMOF 4 CABLE RACKS.

CONDUITPENETRATION

3E-102

NON-METALLICCABLE ARM, TYP.,NOTE 1

NOTES:1. NUMBER OF CABLE RACK ARMS SHOWN IS FOR

REFERENCE ONLY. ACTUAL NUMBER OF RACK ARMSMAY VARY PER MANHOLE. CONTRACTOR SHALLPROVIDED A MINIMUM OF 4 CABLE RACKS.

FINISHED GRADE

H-20 RATED DOUBLECOVER AND FRAME

NON-METALLICSTANCHION

GROUNDROD, TYP.

SCALE:Electrical Pullbox - Plan View2 N.T.S.

SCALE:Electrical Pullbox - Section View3 N.T.S.

ADJUST TO GRADE WITHBRICK AND MORTAR -WATERPROOF SIDESAND TOP

LIFTING LUGS,TYP.

34" LAYER OF MORTAR.SLOPE FLOOR TO DRAIN

STAINLESSSTEELMOUNTINGHARDWARE,TYP.

6" SDR-30 PIPE, 30" LONG,FILLED WITH SELECTGRANULAR MATERIAL

#3 @ 6" EACHWAY, TYP.

4-1/2"

30"

30" SQUARE

6"

Page 7: DESIGN AND CONSTRUCTION GROUP THE … 03...Page 1 of 2 Project No. 41859-C,P,E DESIGN AND CONSTRUCTION GROUP THE GOVERNOR NELSON A. ROCKEFELLER EMPIRE STATE PLAZA ALBANY, NY 12242

NOTES:CONTRACTOR SHALL EXTEND AND RETERMINATE EXISTING POWERAND CONTROL CONDUIT AND WIRING TO SKID MOUNTED MAINCONTROL PANEL AND AIR COMPRESSOR VIA JUNCTION BOX.

WATER SOFTENER SYSTEM MAIN CONTROLPANEL (WSCP, NOTE 1)

2 #12 AWG + #12 AWG GND IN 3/4" E.C.

TO "WSCP"

EXISTING POWER PANEL PP-25 (NOTES 2,3)

PANEL PP-25S (NOTE 3)

4 #8 AWG + #10 AWGGND IN 1" E.C.

CONTRACTOR SHALL REMOVE EXISTING PLUG END AND REPLACE WITHPLUG END TO MATCH TWIST-LOCK RECEPTACLE.

JUNCTION BOX, SEE NOTE 1

MANUFACTURER RECOMMENDEDCABLE IN 3/4" E.C.

1.

2.

3.

CONTRACTOR SHALL PROVIDE 50A/3P CIRCUIT BREAKER INEXISTING PANEL PP-25.

CONTRACTOR SHALL RELOCATE (1) 20A/1P CIRCUIT BREAKERTO PANEL PP-25S TO ALLOW FOR INSTALLATION OF 50A/3PCIRCUIT BREAKER.

4.

4"Ø TURBO FLOW METER(N.I.C.)

AIR COMPRESSOR FORPNEUMATIC SYSTEM PROVIDEDBY MANUFACTURER ON SKID(N.I.C.), SEE NOTE 4

EXISTING PLANT CONTROL PANEL (NOTE 1)

2 SETS OF 2#12 AWG + #12 AWG GND IN (2) 3/4" E.C. (CONTROL PANELAND GENERAL POWER) + 2 SETS OF 2#10 AWG + #10 AWG GND IN (2)3/4" E.C. (REGEN PUMP NO. 1 AND REGEN PUMP NO. 2)

J

120 3W

20A TL

SHIELDED TWISTED PAIR IN 1/2" PVC CONDUIT(TEMPORARY TANK LEVEL SIGNAL)

TO EXISTING ELEVATED TANK LEVEL TRANSMITTER

DESIGN & CONSTRUCTION

FOR A LANDSCAPE ARCHITECT, IS A VIOLATION OF THENEW YORK STATE EDUCATION LAW AND/OR REGULATIONS

ENGINEER FOR AN ENGINEER OR LANDSCAPE ARCHITECT

UNLESS DONE UNDER THE DIRECTION OF A COMPARABLE

AND IS A CLASS 'A' MISDEMEANOR.

PROFESSIONAL, I.E. ARCHITECT FOR AN ARCHITECT,

THE ALTERATION OF THIS MATERIAL IN ANY WAY,

WARNING:

CONTRACT:

TITLE:

LOCATION:

SHEET TITLE:

DESIGNED BY:

PROJECT

DRAWN BY:

DRAWING NUMBER:

FIELD CHECK:

APPROVED:

SHEET OF

CONSULTANT

NUMBER:

Melville, NY • White Plains, NY • New City, NY • Albany, NY • Parsippany, NJ • Howell, NJ

architects+

engineers

CLIENT:

41859-E

ELECTRICAL

1 10/19/2017 BID DOCUMENT3 11/30/2017 ADDENDUM NO. 3

REVISED DRAWING11/30/2017

C:\U

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T120

2_C

entra

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6CB

.rvt

11/3

0/20

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:28:

51 P

M

DEPARTMENT OF CORRECTIONS ANDCOMMUNITY SUPERVISION

FCC

AMT

REPLACE WATER TOWER ANDWATER SOFTENING SYSTEM

EASTERNCORRECTIONAL FACILITYNAPANOCH, NEW YORK

PARTIAL FIRST FLOORELECTRICAL PLAN AND

PANEL SCHEDULE

E-104

27 29

SCALE: 3/8" = 1'-0"1 Partial First Floor Electrical Plan

TC - Time Clock Control(All Phases to be balanced to within 7% Actual Load Totals) SF - Subfeed

HACR - Heating, A/C & RefrigerationGFCI - Ground Fault Circuit InterrupterPA - Handle Padlock AttchmentAUX - Auxillary Contacts

Total: 0.0 kVA 0.0 A ST - Shunt Trip TypeC 0.0 kVA LO - Handle Lock-off Device

B 0.0 kVA AS - Powerlink AS BreakerConnected Totals: A 0.0 kVA Breaker Option

SPARE -- 20 A 1 PP-25S-17 0 VA 0 VA PP-25S-18 1 20 A -- SPARESPARE -- 20 A 1 PP-25S-15 0 VA 0 VA PP-25S-16 1 20 A -- SPARE

SPARE -- 20 A 1 PP-25S-13 0 VA 0 VA PP-25S-14 1 20 A -- SPARE

SPARE -- 20 A 1 PP-25S-11 0 VA 0 VA PP-25S-12 1 20 A -- SPARESPARE -- 20 A 1 PP-25S-9 0 VA 0 VA PP-25S-10 1 20 A -- SPARESPARE -- 20 A 1 PP-25S-7 0 VA 0 VA PP-25S-8 1 20 A -- SPARE

REGEN PUMP NO. 2 -- 30 A 1 PP-25S-5 0 VA 0 VA PP-25S-6 1 20 A -- SPARETEMP WTR SOFT GEN PWR -- 20 A 1 PP-25S-3 0 VA 0 VA PP-25S-4 1 30 A -- REGEN PUMP NO. 1

RELOCATED PP-25 CKT -- 20 A 1 PP-25S-1 0 VA 0 VA PP-25S-2 1 20 A -- TEMP WATER SOFT CP

Load Description BreakerOption Trip Poles Circ No. A B C A B C Circ No. Poles Trip Breaker

Option Load Description

NEMA Type Enclosure Type 1

Panel Type: Mounting: Surface Options: Notes:

Manufacturer: SIEMENS Mains: 50A MCB Mains Rating: 125 A

Panelboard: PP-25S Voltage: 120/208V Phase: 3 Wire 4 A.I.C. Rating: 22,000

Name

Panel ScheduleSCALE: NO SCALE2

MARK DATE DESCRIPTION

Page 8: DESIGN AND CONSTRUCTION GROUP THE … 03...Page 1 of 2 Project No. 41859-C,P,E DESIGN AND CONSTRUCTION GROUP THE GOVERNOR NELSON A. ROCKEFELLER EMPIRE STATE PLAZA ALBANY, NY 12242

LT

1E-105

PP1-1PP1-2

WP PP1-3

WP

POWER PANEL PP1

3 4/0 AWG IN 2-1/2" E.C.

BEACON LIGHTMAINTENANCE SWITCH

A

B

12"Ø INLET/OUTLET PIPE

OVERFLOW PIPE

GFCIWP

PP1-3

PP1-9

TANK MIXER CONTROLPANEL (TMCP)

HEAT TRACE CABLE CONTROLLER(N.I.C.) (SEE NOTE 11)

TANK LEVEL TRANSMITTER(N.I.C.) (SEE NOTE 11)

RELOCATED RTU PANEL

PP1-7

PP1-4SHIELDED TWITSTED PAIRIN 3/4" E.C.

PP1-6

12"Ø FLANGED C.L.D.I. TANKINLET PIPE

F1AC

F1AC EUH-1

.

PP1-12,14

.

PP1-8,10

EUH-2

PP1-5

TO RTUPANEL

2 #10 AWG + #10 AWGGND IN 3/4" E.C.

2 #10 AWG + #10 AWGGND IN 3/4" E.C.

.WP

PP1-3

PP1-3

.

TO RTU PANEL

4 #12 AWG IN 3/4" E.C.

RELOCATED OMNI ANTENNA

K

PCC .

P1-9

F2

BEACON LIGHT MOUNTED TOEXTENDED POST (C-CONTRACT)ON HANDRAIL

PP1-5 VIA PHOTOCELL ANDMAINTENANCE SWITCH

B

F1B

F1B

B

GCFI WP

PC

MOUNT PHOTOCELL10'-0" A.F.G.

MOUNT 7'-0"ABOVE PLATFORM

HEAT TRACE CONTROLPANEL (BY CONTRACT 'C')

MOUNTRECEPTACLE 18"ABOVE PLATFORM

F1AA

F1BB

F1BB

F1BB

F1BB

F1BB

MIXING SYSTEMMANUFACTURER'SCABLE

ACTIVE MIXINGSYSTEM

NEMA 4X STAINLESSSTEEL JUNCTION BOX(TANK EXTERIOR)

2#8 AWG + #8 AWGGND IN 1" E.C. FROMTANK MIXERCONTROL PANEL(TMCP)

F1AA

10" LONG GALVANIZED INTERIORCONDUIT CHANNEL SUPPORTBRACKETS AT 10' O.C. PROVIDECHANNEL HARDWARE TOCONTRACT-C TO MOUNTCONDUITS AND FIXTURES, TYP.

10" LONG GALVANIZEDEXTERIOR CONDUITCHANNEL SUPPORTBRACKETS AT 10' O.C.PROVIDE CHANNELHARDWARE TOCONTRACT-C TOMOUNT CONDUITS ANDFIXTURES, TYP.

NOTE:1. ALL MOUNTING APPURTENANCES TO BE

ATTACHED TO THE TANK, BUT ARE NOTPROVIDED WITH THE NEW ELEVATEDSTORAGE TANK ARE TO BE COORDINATEDWITH THE C-CONTRACT FOR INSTALLATION.

TYP. OF 8, EVENLY SPACED

C

DESIGN & CONSTRUCTION

FOR A LANDSCAPE ARCHITECT, IS A VIOLATION OF THENEW YORK STATE EDUCATION LAW AND/OR REGULATIONS

ENGINEER FOR AN ENGINEER OR LANDSCAPE ARCHITECT

UNLESS DONE UNDER THE DIRECTION OF A COMPARABLE

AND IS A CLASS 'A' MISDEMEANOR.

PROFESSIONAL, I.E. ARCHITECT FOR AN ARCHITECT,

THE ALTERATION OF THIS MATERIAL IN ANY WAY,

WARNING:

CONTRACT:

TITLE:

LOCATION:

SHEET TITLE:

DESIGNED BY:

PROJECT

DRAWN BY:

DRAWING NUMBER:

FIELD CHECK:

APPROVED:

SHEET OF

CONSULTANT

NUMBER:

Melville, NY • White Plains, NY • New City, NY • Albany, NY • Parsippany, NJ • Howell, NJ

architects+

engineers

CLIENT:

41859-E

ELECTRICAL

1 10/19/2017 BID DOCUMENT3 11/30/2017 ADDENDUM NO. 3

REVISED DRAWING11/30/2017

C:\U

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T120

2_C

entra

l15_

P_a

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BR

6CB

.rvt

11/3

0/20

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:28:

57 P

M

DEPARTMENT OF CORRECTIONS ANDCOMMUNITY SUPERVISION

FCC

AMT

REPLACE WATER TOWER ANDWATER SOFTENING SYSTEM

EASTERNCORRECTIONAL FACILITYNAPANOCH, NEW YORK

ELECTRICAL TANKPLANS

E-105

28 29

SCALE: 1/8" = 1'-0"2 Electrical Tank Plan

SCALE: 1" = 10'-0"1 Electrical Tank Elevation

NOTES:1. PROVIDE GALVANIZED CHANNEL SUPPORTS AS REQUIRED TO

SECURELY MOUNT TANK MIXER CONTROL PANEL, RTU ANDPP1 AND TANK GENERAL RECEPTACLE. ALL MOUNTINGHARDWARE AND ACCESSORIES SHALL BE STAINLESS STEEL.

2. PROVIDE ALL REQUIRED WIRING NECESSARY BETWEENSWITCHES FOR COMPLETE LIGHTING CONTROL. WIRE SIZESHALL EQUAL POWER FEED SIZE.FIXTURE INDICATED WITH CIRCUIT DESIGNATIONS SHALLBE CONNECTED TO LINE SIDE OF CIRCUIT.

3.

4. FIXTURE INDICATED WITH LETTER DESIGNATIONS SHALL BECONNECTED TO THE SWITCH WITH CORRESPONDING LETTERDESIGNATION.

5.

PROVIDE BOX AND ACCESSORIES AS PER MANUFACTURERSRECOMMENDATION FOR ALL SWITCHES OCCUPANCYSENSORS AND/OR POWER PACKS.

CONTRACTOR SHALL PROVIDE AN UNSWITCHED POWERFEED TO ALL EMERGENCY LIGHTS AND FIXTURES PROVIDEDWITH EMERGENCY BATTERY BACK UP LIGHTING TO THECIRCUIT AS SHOWN.

7.

CONTRACTOR SHALL PROVIDE 12" OF FLEXIBLE LIQUID-TIGHTCONDUIT FOR ALL RIGID GALVANIZED-STEEL CONDUIT RUNSEXCEEDING 30'-0" AND FOR ALL CONNECTIONS TO ALLDEVICES (NOT LIMITED TO LOCATIONS SHOWN ON DRAWINGS)TO ALLOW FOR NORMAL TANK DEFLECTION.

8.

CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALLREQUIRED MOUNTING BRACKETS FOR LIGHTING, SWITCHES,RECEPTACLES, AND ASSOCIATED CONDUIT AND WIRING.

9.

6.

PROVIDE AND INSTALL A DEDICATED NEUTRAL FOR EACHCIRCUIT. CONTRACTORS NOT PERMITTED TO USE COMMONNEUTRALS.

CONTRACTOR SHALL PROVIDE A 100W STRIP HEATER(CALORITECH FS SERIES STRIP HEATER OR APPROVEDEQUAL) AND A THERMOSTAT INSIDE THE RTU ENCLOSURE.CONTRACTOR SHALL PROVIDE A 20A/1P CIRCUIT FOR THESTRIP HEATER.

10.

PP1-3

1E-106

COORDINATE WITH CONTRACT 'C' AS REQUIRED FOR FINALTERMINATIONS.

11.

LIGHTING FIXTURE SCHEDULETYPE MFG. MODEL NO. LAMPS VOLTAGE MOUNTING REMARKS MOUNTING HEIGHT

NO. PER FIXTURE TYPE WATTS

F1A

F1B

F2

LUMARK

LUMARK

DIALIGHT

LDWP-GL-6B-MT-EMLED-CD

LDWP-GL-6B-MT

CWLFR/120-240

1

1

1

LED

LED

LED

46

46

51

UNV

UNV

120

SURFACE

SURFACE

SURFACE

W/ EMERGENCY BATTER PACK

W/ INTEGRAL PUSHBUTTONPHOTOCELL AND EMERGENCY

BATTERY PACK

12' A.F.F., U.O.N.

REFER TO PLANS FORMOUNTING HEIGHT, U.O.N.

----

CONTRACTOR SHALL PROVIDE ALL NEW MOUNTINGHARDWARE TO SECURELY MOUNT RELOCATED RTU PANEL.

12.

N

PC INTERMATIC K-4221C SURFACE

REFER TO PLANS FORMOUNTING HEIGHT, U.O.N.

10' A.F.G., U.O.N.

MARK DATE DESCRIPTION

Page 9: DESIGN AND CONSTRUCTION GROUP THE … 03...Page 1 of 2 Project No. 41859-C,P,E DESIGN AND CONSTRUCTION GROUP THE GOVERNOR NELSON A. ROCKEFELLER EMPIRE STATE PLAZA ALBANY, NY 12242

POWER FROMTANK MIXERCONTROL PANEL

MANUFACTURER'SCABLE

TANK ROOF

INSIDE TANK

BOLTED 4" STAINLESS STEELFLANGE WITH THREADED CAP.COORDINATE REQUIREDDIAMETER WITH CONTRACT 'C'(N.I.C.)

4" STAINLESS STEELNIPPLE, GLASS COATED(N.I.C.)

NEMA TYPE 4 FRP JUNCTIONBOX

4" ROOF PENETRATION

6′′1/2

" MIN

.

HDPE WASHER SEALS, SEAL WITHNSF-61 APPROVED SEALANT

316 STAINLESS STEEL NUT

PANEL "PP1"120/208V, 1Ø,3-WIRE, 18CIRCUIT, WITHINTEGRALSURGESUPPRESSION

TANKMIXERCONTROLPANEL

M

SUBMERSIBLETANK MIXER

GFCI DUPLEXRECEPTACLE ON TANK

ROOF (20AMP/120V)PROVIDE

WEATEHRPROOF IN-USE COVER

L

20A/1P GFEP

20A/1P

BEACONLIGHT ONTANKROOF

LIGHT SWITCH INNEMA 4XENCLOSURE WITHWEATHERPROOFCOVER ATENTRANCE TOTANK

SERVICE GROUND FORSEPARATELY DERIVEDSYSTEM AS PER NEC, TYP.

D

B

NOTES:1. PROVIDE ADDITIONAL LUGS TO TERMINATE NEW FEEDERS TO

EXISTING TRANSFORMER TR-4 SECONDARY BUS.

100A/2P MCB

A

C

D D

EXISTINGTRANSFORMER TR-4,SEE NOTE 1

4.5KW

D

D

30A/2P

30A/2P

4.5KW

THERMALLY RATED SWITCH INNEMA 3R ENCLOSURE WITHWEATHERPROOF COVER

ELEVATED TANK

2. PROVIDE REDUCER LUGS TO ALLOW FOR OVERSIZED FEEDERS TOBE TERMINATED TO PANEL PP1.

FEEDER SCHEDULE

FEEDER CONDUCTOR AND CONDUITS FEEDER SCHEDULE

A

B

C

D

2 #12 AWG + #12 AWG GND IN 3/4" E.C.

3 4/0 AWG IN 2-1/2" E.C.

2 #10 AWG + #10 AWG GND IN 3/4" E.C.

2 #8 AWG + #8 AWG GND IN 1" E.C.

20A/1P

PC LKEYEDMAINTENANCESWITCH

PHOTOCELL (INTERMATICMODEL K-4221C)TANK BEACON LIGHT

120V

TANK MIXER PANEL PP1

KEYEDMAINTENANCESWITCH FORBEACON LIGHT

GALVANIZED STEELBACKPLATE

12 GA. 1-1/2" x 1-7/8"GALVANIZED STEELCHANNEL (TYP.)

RELOCATEDRTU PANEL

Panel Wiring Schedule (1-Phase)

Panelboard:

Manufacturer:

Panel Type:

NEMA Type Enclosure

PP1

SIEMENS

NEMA 3R

Voltage:

Mains:

Mounting:

120/208V

100A MCB

Surface

Phase:

Mains Rating:

Options:

1

100 A

Wire

Notes:

A.I.C. Rating:

Connected Totals:

Total:

AB

6.0 kVA6.4 kVA

60 A

AS - Powerlink AS Breaker

LO - Handle Lock-off DeviceST - Shunt Trip TypeAUX - Auxillary ContactsPA - Handle Padlock AttachmentGFCI - Ground Fault Circuit InterrupterHACR - Heating, A/C & RefrigerationSF - SubfeedTC - Time Clock Control(All Phases to be balanced to within 7% Actual Load Totals)

Load Description BreakerOption Trip Poles Circ No. A B A B Circ No. Poles Trip Breaker

Option Load Description

GROUND FLOOR LIGHTINGTANK RECEPTACLE

BEACON LIGHTTANK MIXER

SPARESPARE

------

GFEP----

20 A20 A20 A20 A20 A20 A

111111

4

368900

TANK LADDER LIGHTINGRTU PANEL

HEAT TRACE

EUH-1

20

1841000

1000

------

--

--

20 A20 A20 A

30 A

30 A

111111

PP1-1PP1-3

PP1-2PP1-4PP1-6PP1-8PP1-10PP1-12

12.4 kVA

PP1-5PP1-7PP1-9PP1-11

22502250

P2

22,000

PP1-14PP1-13PP1-16PP1-15PP1-18PP1-17

EUH-2111

20 A20 A SPARE

22502250SPARE -- 20 A 1

SPARE -- 20 A 1SPARE -- 20 A 1

SPARE

PROVIDE INTEGRALSURGE SUPPRESSION

GFEP - GROUND FAULT EQUIPMENT PROTECTION (100mA)

HANDRAIL POST EXTENSION(N.I.C.)

15"Ø 1/4" THICK STEEL PLATE. PRE-DRILLPLATE TO MATCH BOLTING PATTERN OFBEACON LIGHT AS REQUIRED (N.I.C.)

1/4"TYP.

RIGID CONDUIT

CONDUIT MOUNTING BRACKET

TRANSITION FROM RIGID TO FLEXCONDUIT

FLEX CONDUIT

HANDRAILING TOPRAIL (N.I.C.)

BEACON LIGHT

RELOCATEDRTU PANEL

LT SHIELDED TWISTEDPAIR IN 3/4" E.C.

.

120V

EXISTING EATON ELPRO905U-1 WIRELESS I/ORADIO, POWER SUPPLY,SURGE ARRESTORS INNEMA 3R ENCLOSURE

NOTES 1, 2, 3, 4

NOTES:

1. RELOCATE EXISTING EATON 905U-1 WIRELESS MULTI-I/O RADIO (RTU) TO TRANSMIT NEW ELEVATED TANKLEVEL TO THE EXISTING BUILDING 50 POWER HOUSEAND WATER SOFTENER PLANT.

2. CONTRACTOR SHALL RE-PROGRAM EXISTING PLC'S ATEXISTING BUILDING 50 POWER HOUSE (GE FANUCVERSAMAX) AND WATER SOFTENER PLANT (GE FANUCVERSAMAX)TO PROVIDE TANK LEVEL FROM THE NEWELEVATED TANK.

3. RE-PROGRAM EXISTING PLC AT BUILDING 50 POWERHOUSE (GE FANUC VERSAMAX) AND WATER SOFTENERPLANT (GE FANUC VERSAMAX) TO INCORPORATE NEWELEVATED TANK LEVEL SIGNAL. PROVIDE ALL WIRINGAND ACCESSORIES AS REQUIRED.

4. RE-PROGRAM EXISTING GUI'S (MODEL NO. FPC1500-P-RSA BY NORTECH ENGINEERING,INC.) AT BUILDING 50POWER HOUSE AND WATER SOFTENER PLANT TODISPLAY NEW ELEVATED TANK LEVEL. INCORPORATENEW TANK LEVEL WITH EXISTING START/STOP WELLCONTROL.

5. RELOCATE EXISTING OMNI ANTENNA FROM EXISTINGTANK TO NEW TANK. MOUNT ANTENNA 30' - 0' ABOVEFINISHED GRADE PROVIDE NEW STAINLESS STEELMOUNTING HARDWARE. BEFORE PERMANENTLYMOUNTING, TEST AND CONFIRM COMMUNICATIONBETWEEN RADIOS TO CONFIRM RADIO PATH IS CLEAR.

50' CONTROL CABLE IN 1"E.C., AS PERMANUFACTURER'SREQUIREMENTS

NOTE 5

TO HEAT TRACECONTROLLER(HEAT TRACEALARM/FAILURE)

4 #12 AWG IN3/4" E.C.

6. CONTRACTOR SHALL PROVIDE A NEW SHIELDEDTWISTED PAIR CABLE IN 1/2" PVC E.C. FROM THEEXISTING LEVEL TRANSMITTER LOCATED IN THEVAULT BELOW THE EXISTING ELEVATED TANK WITHTHE PLC WITHIN THE SOFTENER PLANT. TERMINATEWIRING TO LEVEL TRANSMITTER AND PLC I/O CARDSARE REQUIRED TO ENSURE COMMUNICATION OF TANKLEVEL TO THE SYSTEM. THIS WILL PROVIDE THEELEVATED TANK LEVEL SIGNAL TO THE SOFTENERPLC WHILE THE EXISTING TANK RADIO I/O EQUIPMENTIS BEING RELOCATED TO THE NEW ELEVATED TANK.PROVIDE ALL TEMPORARY PROGRAMMING ANDPROTECTION OF TEMPORARY CABLING AS REQUIRED.COORDINATE ALL SERVICE INTERRUPTIONS WITHFACILITIES PRIOR TO PERFORMING ANY WORK.

DESIGN & CONSTRUCTION

FOR A LANDSCAPE ARCHITECT, IS A VIOLATION OF THENEW YORK STATE EDUCATION LAW AND/OR REGULATIONS

ENGINEER FOR AN ENGINEER OR LANDSCAPE ARCHITECT

UNLESS DONE UNDER THE DIRECTION OF A COMPARABLE

AND IS A CLASS 'A' MISDEMEANOR.

PROFESSIONAL, I.E. ARCHITECT FOR AN ARCHITECT,

THE ALTERATION OF THIS MATERIAL IN ANY WAY,

WARNING:

CONTRACT:

TITLE:

LOCATION:

SHEET TITLE:

DESIGNED BY:

PROJECT

DRAWN BY:

DRAWING NUMBER:

FIELD CHECK:

APPROVED:

SHEET OF

CONSULTANT

NUMBER:

Melville, NY • White Plains, NY • New City, NY • Albany, NY • Parsippany, NJ • Howell, NJ

architects+

engineers

CLIENT:

41859-E

ELECTRICAL

1 10/19/2017 BID DOCUMENT3 11/30/2017 ADDENDUM NO. 3

REVISED DRAWING11/30/2017

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DEPARTMENT OF CORRECTIONS ANDCOMMUNITY SUPERVISION

FCC

AMT

REPLACE WATER TOWER ANDWATER SOFTENING SYSTEM

EASTERNCORRECTIONAL FACILITYNAPANOCH, NEW YORK

ELECTRICAL DETAILS

E-106

29 29

SCALE: NO SCALE3 Tank Mixer Penetration Detail

SCALE: NO SCALE1 Single Line Diagram

SCALE: NO SCALE4 Feeder ScheduleSCALE: NO SCALE5 Tank Beacon Light Wiring Detail

SCALE: NO SCALE6 RTU and Electrical Panel Mounting Detail

SCALE: NO SCALE2 PP1 Panel Schedule

SCALE: 1 1/2" = 1'-0"7 Beacon Light Mounting Post DetailSCALE: NO SCALE8 Tank Level Radio Transmission Detail

MARK DATE DESCRIPTION