Exhibit C - EPCOT Cooling Tower Improvement Drawings.pdf

PDF 8 MB Posted Sep 24, 2026

Attached to: ECEP Cooling Tower Basin Improvements
Solicitation number: 146496
Issued by: Polk County, Florida

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Written by GovTribe AI · Sep 25, 2026

ECEP Cooling Tower Basin Improvements - Exhibit C Summary

This is a project manual and drawing set for the EPCOT Energy Plant (EEP) Cooling Tower Basin Improvements, a solicitation issued by Reedy Creek Energy Services in Lake Buena Vista, Florida (Solicitation No. ITB-C007159). The project scope includes providing sluice gates at three existing basin openings between cooling tower cells 3 and 4; providing a 24-inch condenser water return (CWR) bypass pipe between north and south side headers with butterfly valves; replacing pneumatic actuators with electric actuators on existing cooling tower inlet valves for cooling towers 1, 2, and 3; replacing the butterfly valve and pneumatic actuator with new equipment at the tower inlet for cooling tower 4; providing isolation butterfly valves in the main condenser water header between cooling tower takeoffs; providing solenoid valves at chemical treatment discharge pipes for each cooling tower basin; and providing control modifications for operation of sluice gates, isolation valves, and chemical treatment discharge valves. The project is located at 200 Overpass Road, Orlando, Florida 32836, and design compliance is required with the 2020 National Electric Code (NFPA-70), 2018 EPCOT Building Code, and all EPCOT mechanical, plumbing, electrical, fire prevention, and energy efficiency codes, along with 2023 EPCOT Code Supplements and the Florida Fire Prevention Code, 8th Edition. The document was issued for bid on September 18, 2026.

The technical specifications detail equipment manufacturers and models, including Bray high-performance butterfly valves (2.5-60 inch sizes), Hayward PVC solenoid and manual ball valves, ONICON insertion electromagnetic flow meters with 4.3-inch touchscreen displays, Whipps Model 924 fiberglass-reinforced plastic sluice gates with 316 stainless steel components, and electric actuators with NEMA 4 enclosures rated for 480V three-phase service. All piping shall be Schedule 40 black steel or SCH 80 CPVC with appropriate fittings, welded in compliance with ASME B31.1 standards. The control system shall integrate with the existing Schneider Quantum programmable logic controller (PLC) system for operation of cooling tower inlet valves, header isolation valves, and chemical feed solenoid valves, with new flow meters providing 4-20 milliamp outputs to the existing cooling tower control system. The contractor is responsible for all labor, materials, tools, coordination with other trades, field verification of existing conditions, shop drawing submittals, and as-built documentation. The facility will remain fully occupied and operational during construction, with all work required to be performed after normal business hours during the week.

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EXHIBIT C

PLAN SET

SOLICITATION NO.: ITB-C007159

SOLICITATION TITLE: ECEP Cooling Tower Basin Improvements

DOCUMENT TITLE:

PROJECT MANUAL

IMPORTANT NOTICE

This Exhibit is incorporated into and made part of the solicitation documents. Bidders/Proposers shall review all information and shall consider the requirements of this Exhibit when preparing and submitting their response.

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Phone: (321) 233-9940 Orlando, FL 32826 12424 Research Parkway, Suite 200

CA#29588

PROJECT STATUS

ISSUED FOR BID

EPCOT ENERGY PLANT (EEP)

COOLING TOWER BASIN IMPROVEMENTS

200 OVERPASS ROAD, ORLANDO, FL 32836

V001 1 1

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4-0

PROJECT SCOPE

THE SCOPE OF WORK INCLUDES BUT IS NOT NECESSARILY LIMITED TO, THE FOLLOWING:

-- PROVIDE SLUICE GATES AT (3) EXISTING BASIN OPENINGS BETWEEN COOLING TOWER CELLS

3 AND 4.

-- PROVIDE A 24" CWR BYPASS PIPE BETWEEN THE EXISTING NORTH SIDE HEADER TO THE

EXISTING SOUTH SIDE HEADER. PROVIDE BUTTERFLY VALVES AT THE CONNECTION TO THE

EXISTING NORTH HEADER AND AT THE CONNECTION TO THE EXISTING SOUTH HEADER.

-- REPLACE THE PNEUMATIC ACTUATORS WITH ELECTRIC ACTUATORS ON THE EXISTING

COOLING TOWER INLET VALVES FOR COOLING TOWERS 1, 2, AND 3.

-- REPLACE THE BUTTERFLY VALVE AND ITS PNEUMATIC ACTUATOR WITH A NEW BUTTERFLY

VALVE AND ACTUATOR AT THE TOWER INLET FOR COOLING TOWER 4.

-- PROVIDE ISOLATION BUTTERFLY VALVES IN THE MAIN CONDENSER WATER HEADER BETWEEN

THE TAKEOFFS FOR CT-1 AND CT-2, BETWEEN THE TAKEOFFS FOR CT-2 AND CT-3 AND

BETWEEN THE TAKEOFFS FOR CT-3 AND CT-4.

-- PROVIDE SOLENOID VALVES AT THE CHEMICAL TREATMENT DISCHARGE PIPES FOR EACH

COOLING TOWER BASIN.

-- PROVIDE CONTROL MODIFICATIONS FOR OPERATION OF THE SLUICE GATES, TOWER

ISOLATION VALVES, HEADER ISOLATION VALVES AND CHEMICAL TREATMENT DISCHARGE

VALVES.

SPECIFICATIONS

AS PART OF THIS PROJECT.

NOT INCLUDED

INCLUDED

A SEPARATE PROJECT MANUAL

(SPECIFICATIONS) IS

FL STATUE 556 (1993) REQUIRES

MIN. OF 2 DAYS AND MAX. OF 5

DAYS NOTICE BEFORE YOU EXCAVATE.

1-800-432-4770

TOLL FREE

"CALL SUNSHINE"

INVESTIGATE

BEFORE YOU

EXCAVATE

APPLICABLE CODES DESIGN COMPLIES WITH

& CONTRACTOR SHALL FOLLOW:

· 2020 NATIONAL ELECTRIC CODE (NFPA-70)

· 2018 EPCOT BUILDING CODE

· 2018 EPCOT MECHANICAL CODE

· 2018 EPCOT PLUMBING CODE

· 2018 EPCOT ENERGY EFFICIENCY CODE

· 2018 EPCOT ELECTRICAL CODE

· 2018 EPCOT FIRE PREVENTION CODE

· 2023 EPCOT CODE SUPPLEMENTS

· FLORIDA FIRE PREVENTION CODE, 8TH EDITION

PROJECT SITE MAP

PROJECT

SITE

C006553 http://www.mckimcreed.com

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Phone: (321) 233-9940 Orlando, FL 32826 12424 Research Parkway, Suite 200

CA#29588

PROJECT STATUS

ISSUED FOR BID

V101 1 1

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LIST OF DRAWINGS & REVISION STATUS

STRUCTURALCIVILCOVER, MAP & GENERAL NOTES DEMOLITION

ELECTRICALINSTRUMENTATIONMECHANICAL FIRE PROTECTION

DWG.

NO.

ORIG.

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V100 TBDCOVER & PROJECT LOCATION

V101 LIST OF DRAWINGS AND REVISION STATUS

M001 MECHANICAL NOTES, LEGENDS, AND

ABBREVIATIONS

DRAWING TITLE DRAWING TITLE DRAWING TITLE DRAWING TITLE

DRAWING TITLEDRAWING TITLEDRAWING TITLEDRAWING TITLE

M101 CHILLER BUILDING PARTIAL MECHANICAL PLAN

M301 CHILLER BUILDING MECHANICAL SECTIONS

M401 MECHANICAL SPECIFICATIONS

M402 MECHANICAL CONTROL DIAGRAMS AND DETAILS

M601 CHILLER BUILDING MECHANICAL PIPING

SCHEMATIC

S001 STRUCTURAL GENERAL NOTES, PARTIAL PLANS

& SECTIONS

E001 ELECTRICAL NOTES, LEGENDS, &

ABBREVIATIONS

E101 ELECTRICAL FLOOR PLAN

E102 ELECTRICAL ROOM ENLARGED PLAN

S101 PARTIAL PLAN SECTIONS AND DETAILS

TBD

PARTIAL RISER DIAGRAM & PANEL SCHEDULE

MECHANICAL ABBREVIATIONS

DRAWING SYMBOLS

GENERAL:

1. APPLICATION: THESE “MECHANICAL GENERAL NOTES” APPLY TO THE ENTIRE

PROJECT. THESE NOTES ARE APPLICABLE TO ALL WORK DESCRIBED ON EVERY

MECHANICAL DRAWING, AS THOUGH THESE NOTES WERE REPEATED ON EVERY

MECHANICAL DRAWING.

2. APPLICABLE CODE: REFER TO APPLICABLE CODES ON SHEET V001.

3. CONFLICTS: REFER TO THE DIVISION 23 SPECIFICATIONS FOR ADDITIONAL

INFORMATION AND REQUIREMENTS NOT INDICATED ON THE DRAWINGS. IF

THERE ARE ANY APPARENT CONFLICTS BETWEEN THE SPECIFICATIONS,

DRAWINGS AND CODE REQUIREMENTS, THE MORE STRINGENT REQUIREMENTS

SHALL APPLY. NOTHING CONTAINED IN THE CONTRACT DOCUMENTS SHALL BE

CONSTRUED TO CONFLICT WITH ANY NATIONAL, STATE, MUNICIPAL, OR LOCAL

LAWS OR REGULATIONS GOVERNING THE WORK INDICATED OR SPECIFIED. ALL

SUCH REQUIREMENTS SHALL BE SATISFIED BY THE MECHANICAL CONTRACTOR

AT NO ADDITIONAL EXPENSE TO THE OWNER.

4. REFERENCED STANDARDS: WHENEVER A REFERENCE IS MADE TO A STANDARD,

INSTALLATION AND MATERIALS SHALL COMPLY WITH THE LATEST PUBLISHED

EDITION AT THE TIME THE PROJECT IS BID UNLESS OTHERWISE SPECIFIED.

5. PRE-INSTALLATION REVIEW: THE MECHANICAL CONTRACTOR SHALL MAKE A

COMPLETE REVIEW OF THE PROJECT PLANS, SCHEDULES, AND DETAILS PRIOR

TO INSTALLATION OF THE MECHANICAL SYSTEMS AND REVIEW ANY CONFLICTS

WITH THE ENGINEER.

6. QUALITY ASSURANCE: ALL MATERIALS, EQUIPMENT AND PRODUCTS

INCORPORATED IN THE WORK UNDER THE CONTRACT SHALL BE NEW, OF A

SUITABLE GRADE FOR THE PURPOSES INTENDED, AND TO THE GREATEST

EXTENT POSSIBLE SHALL BE STANDARD PRODUCTS OF THE VARIOUS

MANUFACTURES EXCEPT WHERE SPECIAL CONSTRUCTION OR PERFORMANCE

FEATURES ARE CALLED FOR. ALL MATERIALS AND EQUIPMENT SHALL BE LISTED

AND LABELED BY APPROVED THIRD PARTY LISTING AGENT, WHERE APPLICABLE.

7. INTENT: THE WORK UNDER THIS CONTRACT SHALL INCLUDE THE FURNISHING OF

ALL NECESSARY MATERIALS, TOOLS, AND LABOR FOR A COMPLETE, AND

WORKING INSTALLATION AS DEFINED BY THE PLANS AND SPECIFICATIONS. THE

MECHANICAL CONTRACTOR SHALL WARRANT THE WORK INDICATED AND

SPECIFIED. THE WORK SHALL FUNCTION AS INTENDED, BE COMPLETE IN ALL

DETAILS, AND SHALL INCLUDE ALL INDICATED, SPECIFIED, OR REQUIRED

ACCESSORIES FOR A FUNCTIONING SYSTEM.

8. SAFETY: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION

SAFETY. ARCHITECT/ENGINEER SHALL ASSUME NO RESPONSIBILITY FOR

WORKMAN'S, OR PEDESTRIAN'S SAFETY. NOTHING IN THE CONTRACT

DOCUMENTS SHALL BE CONSTRUED TO INSTRUCT PROCEDURES OR

COMPONENTS FOR PROJECT SAFETY.

9. MANUFACTURER'S RECOMMENDATIONS: EQUIPMENT SHALL BE INSTALLED IN

ACCORDANCE WITH THE MANUFACTURER'S WRITTEN RECOMMENDATIONS.

LOCATE ALL EQUIPMENT AND SYSTEM COMPONENTS WITH MANUFACTURER

RECOMMENDED ACCESS FOR OPERATION AND MAINTENANCE. THE

CONTRACTOR SHALL REINSTALL EQUIPMENT AND SYSTEM COMPONENTS THAT

HAVE INADEQUATE OR UNSAFE ACCESSIBILITY.

10. BASIS OF DESIGN / DEVIATIONS / COSTS: EQUIPMENT DESIGN IS BASED ON THE

MANUFACTURER AND MODEL SCHEDULED. ANY EQUIPMENT OR MATERIAL

DEVIATIONS FROM THOSE SPECIFIED OR DETAILED ON THESE DRAWINGS SHALL

BE SUBJECT TO THE APPROVAL OF THE ARCHITECT/ENGINEER. SEE THE

SPECIFICATIONS FOR SUBSTITUTION REQUEST PROCEDURES. ALL PROPOSED

DEVIATIONS SHALL BE SIMILAR BOTH IN QUALITY AND CAPACITY TO THAT

EQUIPMENT SPECIFIED. THE MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE

FOR ALL MULTI-DISCIPLINE COORDINATION REQUIRED AND ADDITIONAL COSTS

INCURRED BY HIS OR OTHER TRADES DUE TO SUBSTITUTION OF OTHER THAN

SCHEDULED EQUIPMENT. WHEN EQUIPMENT FURNISHED IS DIFFERENT FROM

THE BASIS OF DESIGN, THE COST OF ADDITIONAL ELECTRICAL SERVICE,

STRUCTURAL AND RELATED WORK SHALL BE PAID BY THIS CONTRACTOR, AND

THIS CONTRACTOR IS RESPONSIBLE FOR RESOLVING ALL RELATED FITMENT

ISSUES AND SPACE CONSIDERATIONS.

11. LICENSES: PRIME CONTRACTOR SHALL BE LICENSED AND WELL-QUALIFIED AND

SHALL BE RESPONSIBLE TO HAVE LICENSED AND QUALIFIED SUBCONTRACTORS

PERFORMING ALL WORK.

12. SCHEDULE: WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH THE

WORK SCHEDULE ESTABLISHED. COORDINATE ALL WORK WITH GENERAL

CONTRACTOR. THIS CONTRACTOR SHALL FURNISH ADEQUATE FORCES AND

CONSTRUCTION EQUIPMENT, AND SHALL WORK SUCH HOURS, INCLUDING NIGHT

SHIFTS, OVERTIME OPERATIONS, SUNDAYS AND HOLIDAYS TO MEET THE WORK

SCHEDULE. IF THE CONTRACTOR DOES NOT MAINTAIN THE CONSTRUCTION

SCHEDULE BECAUSE OF INADEQUATE FORCES, SUPERVISION OR ANY OTHER

REASON UNDER THE CONTRACTOR'S CONTROL, THE CONTRACTOR SHALL

INCREASE THE NUMBER OF SHIFTS AND/OR OVERTIME OPERATIONS, DAYS OF

WORK, ETC., AT NO ADDITIONAL COST TO THE OWNER UNDER THIS CONTRACT.

13. LEAD TIMES: PRIOR TO BID, CHECK LEAD TIMES OF ALL EQUIPMENT AND

MATERIALS IN THE PROJECT. IF NECESSARY TO MEET THE PROJECT SCHEDULE,

BID SHALL INCLUDE THE COST TO ACCELERATE DELIVERY OF CRITICAL

MATERIALS AND EQUIPMENT. ALLOW TIME FOR NORMAL SHOP DRAWING

PREPARATION AND REVIEW. THE CONTRACTOR IS EXPECTED TO ORDER ALL

MATERIALS IN SUFFICIENT TIME TO AVOID DELAYING THE COMPLETION OF THE

PROJECT. DELAY IN DELIVERIES WILL NOT BE CONSIDERED A JUSTIFIABLE

REASON FOR SUBMISSION OF SUBSTITUTE MATERIALS.

14. INSPECTIONS: CONTRACTOR SHALL NOT CONCEAL ANY WORK UNTIL IT IS

INSPECTED BY MECHANICAL INSPECTOR. CONTRACTOR SHALL NOT CONCEAL

ANY WORK UNTIL APPROVED, REGARDLESS OF SCHEDULE.

15. AS-BUILTS: ALL CHANGES MADE IN THE FIELD SHALL BE ACCURATELY RECORDED

BY THE CONTRACTOR(S) ON AS-BUILT DRAWINGS, SHOP DRAWINGS, AND IN

MAINTENANCE MANUALS.

16. DRAWING SCALE: DO NOT SCALE THE DRAWINGS. THE SCALE, WHEN INDICATED,

IS INTENDED FOR GENERAL REFERENCE ONLY. THE DRAWINGS ARE

NECESSARILY DIAGRAMMATIC IN NATURE. UNFORESEEN CONDITIONS MAY EXIST

AND WORK MAY NOT BE FIELD LOCATED EXACTLY AS SHOWN ON THE DRAWINGS.

COOPERATION WITH OTHER TRADES IN ROUTING AND/OR BURIAL DEPTHS AS

DETERMINED DURING CONSTRUCTION AND AS DIRECTED BY THE

ARCHITECT/ENGINEER MAY BE NECESSARY. IT IS INTENDED THAT SUCH

DEVIATIONS SHALL BE CONSIDERED AS PART OF THIS CONTRACT. THE PLANS

ARE NOT COMPLETELY TO SCALE. THIS CONTRACTOR IS TO FIELD VERIFY

DIMENSIONS OF ALL SITE UTILITIES, ETC., PRIOR TO BID AND INCLUDE ANY

DEVIATIONS IN THE CONTRACT.

17. COORDINATION: CONTRACTOR SHALL COORDINATE ALL MECHANICAL WORK

WITH AND ELECTRICAL WORK AT THE SITE, SO AS NOT TO CONFLICT IN LOCATION

WITH OTHER WORK UNDER THE CONTRACT.

18. SHOP DRAWINGS: CONTRACTOR SHALL PROVIDE SHOP DRAWINGS PRIOR TO

PROCURING OR INSTALLING EQUIPMENT AND SYSTEMS INDICATED ON

CONTRACT DOCUMENTS. SUBMIT IN STRICT ACCORDANCE WITH THE

SPECIFICATIONS. PRIOR TO SUBMITTAL, CONTRACTOR SHALL VERIFY THAT

ADEQUATE SPACE EXISTS FOR THE SUBMITTED EQUIPMENT. SHOP DRAWINGS

SHALL BE REVIEWED BY THE GENERAL CONTRACTOR, ENGINEER AND

ARCHITECT.

19. CONFLICTS WITH ELECTRICAL: VERIFY EXACT LOCATION OF ALL ELECTRICAL

EQUIPMENT AND PANELS WITH ELECTRICAL CONTRACTOR AND ELECTRICAL

DRAWINGS. NO EQUIPMENT OR PIPING MAY BE PLACED OR ROUTED DIRECTLY

ABOVE ELECTRICAL EQUIPMENT AND PANELS.

20. THE SIZE, LOCATION, WEIGHT, ELECTRICAL REQUIREMENTS AND SERVICE

CLEARANCES OF EQUIPMENT INSTALLED BY MECHANICAL SHALL BE

COORDINATED WITH ALL OTHER TRADES.

21. STRUCTURAL SUPPORTS AND FRAMING: MECHANICAL CONTRACTOR SHALL

PROVIDE ALL NECESSARY STRUCTURAL SUPPORTS AND FRAMING FOR SUPPORT

OF NEW PIPING AND MECHANICAL EQUIPMENT. PROVIDE SUPPORTS AS

REQUIRED TO PROVIDE A VIBRATION-FREE, RIGID INSTALLATION. SUPPORT ALL

EQUIPMENT FROM BUILDING STRUCTURAL MEMBERS. LOCATIONS SHALL BE

COORDINATED WITH ALL OTHER CONTRACTORS PRIOR TO INSTALLATION.

WHERE ADDITIONAL STRUCTURAL SUPPORTS AND FRAMING BEYOND THE BASE

BUILDING MEMBERS ARE REQUIRED, MECHANICAL CONTRACTOR SHALL

COORDINATE WITH GENERAL CONTRACTOR THE REQUIREMENTS FOR

ADDITIONAL STRUCTURAL SUPPORTS AND FRAMING FOR ALL MECHANICAL

EQUIPMENT AND SYSTEMS. MECHANICAL AND GENERAL CONTRACTOR SHALL

COORDINATE FABRICATION AND INSTALLATION OF ALL STRUCTURAL SUPPORTS

AND FRAMING.

22. SPACE LIMITATIONS: PRIOR TO CONSTRUCTION, ORDERING EQUIPMENT, ETC.,

THE CONTRACTOR SHALL FIELD VERIFY SPACE LIMITATIONS AT THE JOB SITE

AND COORDINATE WITH OTHER TRADES. NOTIFY ENGINEER OF ANY CONFLICTS

PRIOR TO PURCHASING EQUIPMENT AND PRIOR TO CUTTING OPENINGS.

23. IDENTIFICATION: ALL EQUIPMENT, PIPING AND VALVES SHALL HAVE

IDENTIFICATION LABELS AND TAGS PER SPECIFICATIONS AND AS INDICATED.

24. ALL BARE METAL SURFACES SHALL BE PRIMED AND PAINTED TO PREVENT ANY

RUST, INCLUDING, BUT NOT LIMITED TO, ANGLE FRAMING, UNIT SUPPORTS,

MOUNTING HARDWARE, ETC.

25. ALL CONCRETE, WALL PATCHING, AND OTHER GENERAL CONSTRUCTION WORK

REQUIRED FOR INSTALLING MECHANICAL SYSTEMS SHALL BE PROVIDED BY

GENERAL CONTRACTOR AND FULLY COORDINATED BY MECHANICAL

CONTRACTOR USING THE APPROPRIATE CONSTRUCTION TRADES.

26. PROTECTION OF STORED MATERIALS: ALL MATERIAL STORED ON SITE SHALL BE

PROPERLY PROTECTED FROM INJURY OR DETERIORATION. MATERIAL SHALL

NOT BE STORED IN CONTACT WITH THE GROUND OR FLOOR. ALL DUCTWORK

AND EQUIPMENT STORED SHALL BE SEALED AT ANY OPENING TO PREVENT ANY

DEBRIS OR DIRT ENTERING THE INSIDE OF THE DUCTWORK AND EQUIPMENT. IF

DEBRIS OR DIRT IS FOUND INSIDE THE DUCTWORK DURING ANY INSPECTION, THE

CONTRACTOR WILL BE RESPONSIBLE FOR ALL COSTS INCURRED TO

PROFESSIONALLY CLEAN THE DUCTWORK TO THE SATISFACTION OF THE OWNER

AND ENGINEER.

27. DAMAGE TO OTHER TRADES: THE MECHANICAL CONTRACTOR IS RESPONSIBLE

FOR ANY DAMAGE CAUSED BY THEIR ACTIONS TO THE BUILDING OR THE WORK

OF OTHER TRADES. SUCH DAMAGE SHALL BE RETURNED TO ORIGINAL NORMAL

WORKING CONDITION, SUBJECT TO ACCEPTANCE OF THE OWNER AND ENGINEER,

WITHOUT EXTRA COST TO THE OWNER.

28. THE MECHANICAL CONTRACTOR SHALL KEEP THEIR WORK SITE AND ALL ACCESS

POINTS OF THE BUILDING FREE OF RUBBISH AND WASTE MATERIAL.

29. ANY INSULATION DAMAGED DURING THE PROJECT SHALL BE REPAIRED, AND ALL

VAPOR BARRIERS RESTORED, TO MATCH EXISTING.

RENOVATION PROJECTS AND WORK IN EXISTING FACILITIES:

30. THESE DRAWINGS DEFINE THE BASIC AREA OF DEMOLITION AND ARE AS

ACCURATE AS WAS POSSIBLE FROM SITE INVESTIGATIONS MADE DURING THE

DESIGN PROCESS. NOT ALL EXISTING MATERIALS AND EQUIPMENT ARE SHOWN.

ANY MECHANICAL MATERIALS AND EQUIPMENT THAT ARE NOT BEING USED

AFTER THE RENOVATION SHALL BE REMOVED WHETHER SHOWN OR NOT. NO

MATERIALS OR EQUIPMENT SHALL BE ABANDONED IN PLACE UNLESS OTHERWISE

NOTED.

31. CONTRACTOR SHALL VISIT AND CAREFULLY EXAMINE THOSE PORTIONS OF THE

BUILDING AND SITE AFFECTED BY THIS WORK BEFORE SUBMITTING PROPOSALS,

SO AS TO BECOME FAMILIAR WITH EXISTING CONDITIONS AND DIFFICULTIES THAT

WILL AFFECT EXECUTION OF THE WORK. SUBMISSION OF A PROPOSAL WILL BE

CONSTRUED AS EVIDENCE THAT SUCH EXAMINATION HAS BEEN MADE AND

LATER CLAIMS FOR LABOR, EQUIPMENT OR MATERIALS REQUIRED BECAUSE OF

DIFFICULTIES ENCOUNTERED WILL NOT BE RECOGNIZED.

32. THE FACILITY SHALL REMAIN FULLY OCCUPIED AND OPERATIONAL FOR THE

DURATION OF THE PROJECT. CONTRACTOR SHALL COORDINATE HIS WORK

ACTIVITIES WITH THE OWNER'S PROJECT MANAGER. ALL INDOOR AND OUTDOOR

WORK SHALL BE PERFORMED AFTER NORMAL BUSINESS HOURS DURING THE

WEEK. MATERIAL AND EQUIPMENT DELIVERIES SHALL BE AFTER NORMAL

BUSINESS HOURS.

33. EXISTING EQUIPMENT, SERVICES AND CONSTRUCTION ITEMS INDICATED ON THE

DRAWINGS ARE SHOWN FOR REFERENCE ONLY AND MAY NOT ACCURATELY

DEPICT ALL ACTUAL EXISTING CONDITIONS. THE EXISTING EQUIPMENT,

SERVICES AND CONSTRUCTION LAYOUTS SHOWN SHALL NOT BE CONSIDERED

“AS-BUILT” DRAWINGS. THEY ARE BASED ON LIMITED FIELD OBSERVATIONS AND

FROM VARIOUS PRIOR RECORD DRAWINGS NOT PRODUCED BY THIS

ARCHITECT/ENGINEER. IT IS TO BE UNDERSTOOD THAT UNFORESEEN

CONDITIONS MAY EXIST AND THAT EXISTING DUCTWORK, PIPING AND EQUIPMENT

MAY NOT BE LOCATED IN THE FIELD EXACTLY AS SHOWN ON THE DRAWINGS.

CONTRACTOR SHALL FIELD-VERIFY EXISTING CONDITIONS AND INCLUDE ALL

NECESSARY ADAPTATIONS TO SUIT EXISTING CONDITIONS. ALL DIMENSIONS

SHALL BE FIELD VERIFIED BY THE CONTRACTOR BY ACTUAL MEASUREMENT AND

OBSERVATION BEFORE ORDERING OR FABRICATING ANY DUCTWORK, PIPING OR

EQUIPMENT. ANY DISCREPANCIES BETWEEN THE REQUIREMENTS OF THE

CONTRACT DOCUMENTS AND THE EXISTING CONDITIONS OR DIMENSIONS SHALL

BE REPORTED TO THE ENGINEER BEFORE THE PERFORMANCE OF ANY WORK.

FAILURE TO VERIFY AND REPORT SHALL CONSTITUTE THE CONTRACTOR'S

ACCEPTANCE OF THE EXISTING CONDITIONS AS FIT FOR THE PROPER EXECUTION

OF THEIR WORK.

34. COORDINATE WITH ALL TRADES PRIOR TO FABRICATING OR INSTALLING

EQUIPMENT AND SYSTEMS. COORDINATE NEW WORK WITH EXISTING ELEMENTS

SUCH AS THE BUILDING STRUCTURE AND ARCHITECTURAL FEATURES,

SPRINKLER PIPING, LIGHTS, PLUMBING, AND ELECTRICAL CONDUIT. FIELD

MODIFICATIONS SUCH AS OFFSETS IN PIPING NEEDED DUE TO OBSTRUCTIONS

OR INTERFERENCES SHALL BE PROVIDED AT NO ADDITIONAL COST.

35. COORDINATION OF NEW WORK WITH EXISTING EQUIPMENT, INCLUDING

REMOVING, RELOCATING, REROUTING, EXTENDING WITH NEW MATERIALS, AND

REINSTALLING EXISTING PIPING, DUCTWORK, CONDUITS, WIRING, TUBING,

SUPPORTS, STRUCTURES, AND OTHER EQUIPMENT, AS DETERMINED DURING

CONSTRUCTION AND SITE VISITS, AND AS DIRECTED BY THE

ARCHITECT/ENGINEER SHALL BE NECESSARY AND SHALL ALSO BE CONSIDERED

AS PART OF THIS CONTRACT.

36. INTERRUPTIONS TO EXISTING SERVICES SHALL BE SCHEDULED WITH THE OWNER

AND SHALL NOT BE MADE WITHOUT THE PRIOR WRITTEN CONSENT OF THE

OWNER'S REPRESENTATIVE AND PROPER COORDINATION WITH ALL OTHER

TRADES. PRE-WORK SHALL BE PERFORMED TO MAKE ANY SHUTDOWN PERIOD(S)

AS BRIEF AS POSSIBLE.

37. EXISTING FLOOR DRAINS SHALL BE COVERED AND PROTECTED FROM DEBRIS

ENTRY DURING DEMOLITION AND NEW CONSTRUCTION WORK.

38. THESE DRAWINGS ARE DIAGRAMMATIC AND ARE NOT SHOP DRAWINGS. ALL

OFFSETS AND TRANSITIONS REQUIRED FOR THIS PROJECT MAY NOT BE SHOWN

ON THESE DRAWINGS; HOWEVER, THEY SHALL BE PROVIDED WITHOUT CHANGE

TO THE

39. THE ROOF DECK SHALL NOT SUPPORT PIPING, EQUIPMENT OR ANY OTHER

DEVICES. PROVIDE SUPPORTS SPANNING BETWEEN THE STRUCTURAL BEAMS

TO SUPPORT THE MECHANICAL EQUIPMENT. PENETRATION OF THE ROOF DECK

BY FASTENERS WILL NOT BE ACCEPTED.

PIPING SYSTEMS:

40. SEE HVAC PIPE & EQUIPMENT CONSTRUCTION & INSULATION SCHEDULE FOR

ADDITIONAL INFORMATION.

41. PIPING IS SHOWN SCHEMATICALLY. PROVIDE ALL TRANSITIONS, ELBOWS,

FITTINGS, ETC., TO ALLOW SMOOTH FLOWS AND A COMPLETE SYSTEM.

LIMITS OF DEMOLITION

MECHANICAL LEGEND

AAV AUTOMATIC AIR VENT

ADJ ADJUSTABLE OR ADJUSTMENT

AI ANALOG IN

AO ANALOG OUT

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AHU AIR HANDLING UNIT

APD AIRSIDE PRESSURE DROP

BFF BELOW FINISHED FLOOR

BLDG BUILDING

BMP BOILER MANAGEMENT PANEL

CFM CUBIC FEET PER MINUTE

CMD COMMAND

COND CONDENSATE DRAINAGE

CV CONSTANT VOLUME

CWMU COLD WATER MAKEUP UNIT

CHR CHILLED WATER RETURN

CHS CHILLED WATER SUPPLY

CWS CONDENSER WATER SUPPLY

CWR CONDENSER WATER RETURN

DI DIGITAL IN

DO DIGITAL OUT

DN DOWN

EA EXHAUST AIR

EAG-X EXHAUST AIR GRILLE - TYPE

EAT ENTERING AIR TEMPERATURE

EC ELECTRICAL CONTRACTOR

ESP EXTERNAL STATIC PRESSURE

ETR EXISTING TO REMAIN

EWT ENTERING WATER TEMPERATURE

EX EXISTING

FACP FIRE ALARM CONTROL PANEL

FCU FAN COIL UNIT

FPM FEET PER MINUTE

GC GENERAL CONTRACTOR

GPM GALLONS PER MINUTE

HWS HEATING HOT WATER SUPPLY

HWR HEATING HOT WATER RETURN

HP HORSEPOWER

HPC HIGH PRESSURE CONDENSATE

HPS HIGH PRESSURE STEAM

HX HEAT EXCHANGER

IND INDUCTION UNIT

IWC INCHES WATER COLUMN

JB JUNCTION BOX

LAT LEAVING AIR TEMPERATURE

LPC LOW PRESSURE CONDENSATE

LPS LOW PRESSURE STEAM

LWT LEAVING WATER TEMPERATURE

MAV MANUAL AIR VENT

MC MECHANICAL CONTRACTOR

MPC MEDIUM PRESSURE CONDENSATE

MPS MEDIUM PRESSURE STEAM

MTD MONTH TO DATE

N/A NOT AVAILABLE / NOT APPLICABLE

NC NORMALLY CLOSED

NIC NOT IN CONTRACT

NO NORMALLY OPEN

NTS NOT TO SCALE

OCC OCCUPANT OR OCCUPANCY

OA OUTSIDE AIR

PC PLUMBING CONTRACTOR

PSI POUNDS PER SQUARE INCH

RA RETURN AIR

RAG-X RETURN AIR GRILLE - TYPE

RTU ROOF TOP UNIT

SA SUPPLY AIR

SAD-X SUPPLY AIR DIFFUSER - TYPE

SC SAFETY CIRCUIT

S/S START/STOP

STM COND STEAM CONDENSATE RETURN

TAB TEST AND BALANCE

TEMP TEMPERATURE

TSP TOTAL STATIC PRESSURE

TYP TYPICAL

UH UNIT HEATER

VEL VELOCITY

VAV VARIABLE AIR VOLUME

VP VIRTUAL POINT

WPD WATERSIDE PRESSURE DROP

XFMR TRANSFORMER

CONTROLS LEGEND

EXISTING PIPING TO REMAIN

PIPING TO BE DEMOLISHED

ISOLATION VALVE

GATE VALVE

GLOBE VALVE

GATE VALVE WITH 3/4" HOSE ADAPTER

CHECK VALVE

BUTTERFLY VALVE

BALL VALVE

BALANCING VALVE

RELIEF VALVE

WYE STRAINER

BOILER DRAIN VALVE

PRESSURE REGULATING VALVE

CONTROL VALVE (2-WAY)

CONTROL VALVE (3-WAY)

TEST PLUG (PRESSURE/TEMPERATURE)

PIPING DOWN

PIPING UP

TEE UP

TEE DOWN

CAPPED PIPING

IN LINE TRIPLE DUTY VALVE

AUTOMATIC AIR VENT

MANUAL AIR VENT

HAZARDOUS MATERIALS, INCLUDING ASBESTOS CONTAINING MATERIALS, ARE EITHER NOT PRESENT OR WERE REMOVED PRIOR TO CONSTRUCTION, TO THE BEST OF THIS CONSULTANT'S KNOWLEDGE. THERE IS ALWAYS THE RISK OF REMAINING, UNDISCOVERED HAZARDOUS MATERIALS PRESENT IN THE CONSTRUCTION SITE HOWEVER. DURING THE COURSE OF THE PROJECT, SHOULD SUSPECT REGULATED MATERIALS BE LOCATED AND/OR IDENTIFIED, THE CONTRACTOR SHALL CEASE ALL WORK AND NOTIFY THE OWNER/DESIGNER/ENVIRONMENTAL CONSULTANT FOR CONFIRMATION AND

TESTING IF NECESSARY.

POINT NAME

VFD

ANALOG POINT

HAZARDOUS MATERIALS WARNING

DIGITAL POINT

CONTROL POINT

CONTROL WIRING

DIFFERENTIAL PRESSURE TRANSMITTER

FLOW SWITCH

PRESSURE TRANSMITTER

VARIABLE FREQUENCY DRIVE

EQUIPMENT TAGFPV 1-1

KEYED NOTE

DETAIL NUMBER

DRAWING

NUMBER

M1.1

SECTION LETTER

DRAWING NUMBER

POINT OF CONNECTION TO EXISTING

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9/1 8/2

D www.mckimcreed.com

Phone: (321) 233-9940 Orlando, FL 32826 12424 Research Parkway, Suite 200

CA#29588

PROJECT STATUS

ISSUED FOR BID

M001 1 6

T E

S, LE

S, AN

TIO

-N o.

4-0

M ELECTRICAL ACTUATED VALVE

MECHANICAL GENERAL NOTES

FM FLOW METER

S SOLENOID VALVE

Z A B C D E F

2.63

2.6

2.5

2.48

2.32

2.1

2.3

6" C

W R

EXISTING 30" CWR EXISTING 24" CWR

EXISTING 24"

CWR TO CT-3

EXISTING 30" CHS

6" C

EXISTING 30" CHR

EXISTING 24" CWR

6" C

W R

6" C

W R

EXISTING 24"

BUTTERFLY

VALVE TO

REMAIN

24" BUTTERFLY VALVE

W/HAND WHEEL

30" BUTTERFLY

VALVE W/HAND WHEEL

24" BUTTERFLY VALVE

W/HAND WHEEL

24" BUTTERFLY

VALVE W / HAND WHEEL

NEW 24" CWR

(BELOW)

24" CWR

24" BUTTERFLY

VALVE TO

REMAIN

24" VALVE

OUTLET

CAPPED FOR

FUTURE 2

M301

M M

CT #3 CT #2 CT #1CT #4

EXISTING 24"

CWR TO CT-2

EXISTING 24"

CWR TO CT-1

EXISTING 24"

BUTTERFLY

VALVE TO

REMAIN

2" 2" 2" 2"

2" 2"

4" C

W R

EXISTING 24"

CWR TO CT-4

FMFM

36" BUTTERFLY VALVE

W/HAND WHEEL

S S S S

EXISTING

36" CHR (HIGH)

EXISTING CH-2

(SMARDT)

M301

EXISTING CH-1

(SMARDT)

EXISTING CH-3

(YORK)

EXISTING CH-7

(YORK)

EXISTING CH-6

(CARRIER)

EXISTING CH-5

(CARRIER)

EXISTING CH-4

(YORK)

EXISTING CH-8

(YORK) R-114

REFRIGERANT

STORAGE TANK

PCH-5 PCH-6

PCH-3 PCH-4

PCH-1 PCH-2

CWP-1CWP-3

CWP-2

CWP-3CWP-6CWP-4CWP-11CWP-10

CCHP-1CCHP-5CCHP-2CCHP-3CCHP-6

CCHP-4

CCHP-9

CCHP-8

24" CWR

CWP-8

CWP-9

CWP-7

REMOVE EXISTING

STRAP-ON MAG METER

CCHP-7

24" VALVE

OUTLET

CAPPED FOR

FUTURE

EXISTING 30" CWS

EXISTING 36" CHR

FROM BELOW

SUPPORT

STRUCTURE

FOR BRIDGE

CRANE RAIL

EXISTING

BRIDGE

CRANE RAIL

EXISTING

BRIDGE

CRANE RAIL

FROM EXISTING CHEMICAL

TREATMENT SYSTEM

FMS-4

FMS-3

CONDENSER WATER PUMPS

ON MAIN FLOOR. TYP OF 3

CHILLED WATER PUMPS

ON MAIN FLOOR. TYP OF 3

PIPING ON MEZZANINE

EXISTING

36" CHR

MODIFY EXISTING PIPE HANGER TO

PROVIDE CLEARANCE FOR 24" CWR

FMS-2

FMS-1

SLUICE GATE OPEN/CLOSE PUSH

BUTTON CONTROL PANEL

(TYP. OF 3) MOUNTED ON NEW

316SS UNISTRUT RACK ON

EXISTING CONCRETE PAD.

EXISTING

OPENINGS

NEW SLUICE GATE

AND ACTUATOR

EXISTING

CHILLED WATER

DISTRIBUTION PUMPS

CONCRETE TOWER BASIN

EDGE OF CONCRETE

WALK SURFACE

CONCRETE TOWER BASIN

EDGE OF CONCRETE

WALK SURFACE

CONCRETE TOWER BASIN

EDGE OF CONCRETE

WALK SURFACE

CONCRETE TOWER BASIN

EDGE OF CONCRETE

WALK SURFACE

6 6 6

V-4

V-3 V-6

V-2 V-7 V-8

V-1

V-5

V-9

DISTRIBUTION HEADER DISTRIBUTION HEADER DISTRIBUTION HEADER

TYPICAL NEW PIPE SUPPORT FOR NEW 24"

CWR ROUTED UNDER EXISTING 36" PIPE.

REFER TO STRUCTURAL DETAIL ON

SHEET S101 FOR DETAILS.

CHILLER #2 PLC PANEL

CHILLER #3 AND #4 PLC PANEL

CHILLER #1 PLC PANEL

CWR PIPING IN THIS AREA IS

WITHIN AN UPSTAIRS STORAGE

ROOM, NOT OPEN TO THE REST

OF THE CEP.

REMOVABLE FLOOR PANELS MAY

BE USED TO LIFT NEW VALVE UP

FROM BELOW. COORDINATE USE

WITH OWNER.

4" C

W R

EXISTING 30" CWR

0" C

W R

4" C

W R

EXISTING 16" CWR

6" C

W R

EXISTING 16" CWR

N O

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9/1 8/2

D www.mckimcreed.com

Phone: (321) 233-9940 Orlando, FL 32826 12424 Research Parkway, Suite 200

CA#29588

KEY PLAN

SCOPE OF WORK

PROJECT STATUS

ISSUED FOR BID

North

Scale: 1/8" = 1'-0"

CHILLER BUILDING PARTIAL MECHANICAL PLAN1

M101

KEY NOTES

1. REPLACE EXISTING PNEUMATIC ACTUATOR WITH ELECTRIC

ACTUATOR EQUIPPED WITH DE-CLUTCHABLE HAND WHEEL;

CONNECT NEW ACTUATOR TO THE BAS FOR OPEN/CLOSE

COMMAND, OPEN AND CLOSED STATUS; ROUTE THE ACTUATOR IO

FOR OPENING STATUS, CLOSING STATUS, FAULT STATUS, AND

LOCAL/REMOTE STATUS TO LOCAL JUNCTION BOX FOR FUTURE USE .

ELECTRICAL CONTRACTOR TO PROVIDE POWER TO ACTUATOR.

2. REMOVE 24" BUTTERFLY VALVE AND PNEUMATIC ACTUATOR.

PROVIDE NEW 24" BUTTERFLY VALVE, ELECTRIC ACTUATOR WITH

DE-CLUTCHABLE HAND WHEEL; CONNECT NEW ACTUATOR TO THE

BAS FOR OPEN/CLOSE COMMAND, OPEN AND CLOSED STATUS;

ROUTE THE ACTUATOR IO FOR OPENING STATUS, CLOSING STATUS,

FAULT STATUS, AND LOCAL/REMOTE STATUS TO LOCAL JUNCTION

BOX FOR FUTURE USE. ELECTRICAL CONTRACTOR TO PROVIDE

POWER TO ACTUATOR. DEMOLISH EXISTING FLANGE(S) AND PROVIDE

NEW FLANGE(S) AS NECESSARY TO ACCOMMODATE NEW BRAY

BUTTERFLY VALVE BODY.

3. REMOVE 2" BALL VALVE. PROVIDE NEW 2" BALL VALVE AND 2" WATER

AND CORROSION PROOF SOLENOID VALVE. INTERLOCK THE

SOLENOID VALVE WITH ASSOCIATED TOWER FLOW CONTROL VALVE.

EXTEND VALVE DISCHARGE PIPE A MINIMUM OF 36" BEYOND

CONCRETE DECK AND TURN DOWN. PROVIDE A MINIMUM 24" x 24" x

1/8" THICK 316SS PLATE ANCHORED TO BASIN FLOOR WITH 316SS

ANCHORS TO DISTRIBUTE EFFECT OF CHEMICAL TREATMENT

DISCHARGE IN BASIN.

4. REMOVE FLOW METER INCLUDING INSERTION TUBES AND CAP PIPE,

EXTERNAL TUBING, AND REMOVE TRANSMITTER. TURN OVER TO

OWNER

5. PROVIDE INSERTION MAGNETIC FLOW METER INCLUDING

WELD-O-LET AND HOT TAP. INSTALL REMOTE TOUCHSCREEN ON

WALL 5'-0" ABOVE FLOOR. MOUNT FLOW METER AS CLOSE TO THE

WALL AS POSSIBLE.

6. REMOVE AND REPLACE EXISTING 2" SCH 80 PVC . CHEMICAL

TREATMENT LINE FROM POINT OF CONNECTION SHOWN TO

TERMINATION AT EACH TOWER BASIN.

7. PROVIDE NEW FIBERGLASS REINFORCED PLASTIC (FRP) SLUICE

GATE AT EACH EXISTING BASIN WALL OPENING. EXISTING WALL

OPENING SHALL BE SQUARED AND TRUED IN PREPARATION FOR

SLUICE GATE INSTALLATION. ALL METALLIC COMPONENTS EXPOSED

TO CONDENSER WATER SHALL BE TYPE 316 STAINLESS STEEL. SEE

STRUCTURAL DRAWINGS FOR WORK TO BE PERFORMED TO

OPENINGS. ALL MATERIALS AND ACTUATORS SHALL BE

WATERPROOF AND CORROSION PROOF.

M101 2 6

T E

ILL

-N o.

4-0

GRAPHIC SCALE

HORIZ. SCALE: 1/8" = 1'-0"

THIS PLAN MAY HAVE BEEN REDUCED IN SIZE

VERIFY BEFORE SCALING DIMENSIONS

VERT. SCALE: N/A

16' 32'0

GENERAL NOTES

1. REFER TO “MECHANICAL GENERAL NOTES” ON DRAWING M-001. THEY

ARE APPLICABLE TO ALL WORK DESCRIBED ON EVERY MECHANICAL

DRAWING.

2. ALL REMOVED VALVE ACTUATORS SHALL BE TURNED OVER TO

OWNER. IF OWNER DOES NOT WISH TO RETAIN THEM, CONTRACTOR

SHALL DISPOSE OF THEM OFF SITE.

24" BUTTERFLY

VALVE

W/ELECTRIC

ACTUATOR

EXISTING 24" CWR

24" VALVE

CAPPED FOR

FUTURE USE

15'-6"+/-

19'-0"+/-

23'-2"+/-

EXISTING 16" CWR

24" CWR

EXISTING 36" CHR

EXISTING 16" CWR

EXISTING 30" CHS

EXISTING 36" CHS

FLOOR

EXISTING 36" CHS

ROOF

BOTTOM OF EXISTING

STEEL STRUCTURE

EXISTING 36" CH

24" BUTTERFLY

VALVE W/ELECTRIC

ACTUATOR

EXISTING 30" CHS

EXISTING 24" CWR

EXISTING 16" CWR

22'-6"+/- 22'-9"+/-

ROOF3

FLOOR

24" CWR

BOTTOM OF EXISTING

STEEL STRUCTURE

EXISTING BRIDGE

CRANE RAIL

SUPPORT

EXTERIOR WALL

SINGLE ADJUSTMENT

NUT (TOP-TYP.)

OVERSIZED HEAVY-DUTY

U-BOLT WITH 1/16-INCH GAP

CONTINUOUS THREADED

ROD (TYP.)

PIPE HANGER TRAPEZE DETAIL

PIPE

DOUBLE TERMINATION NUTS

AND LOCKWASHERS SINGLE

ADJUSTMENT NUT (TOP-TYP.)

DOUBLE ELL SUPPORT- SEE

STRUCTURAL DRAWINGS

FOR HANGER DETAILS.

EXISTING STEEL BEAM

ROD ATTACHMENT TO

EXISTING STEEL STRUCTURE

REFER TO STRUCTURAL

DRAWINGS FOR DETAILS.

N O

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9/1 8/2

D www.mckimcreed.com

Phone: (321) 233-9940 Orlando, FL 32826 12424 Research Parkway, Suite 200

CA#29588

PROJECT STATUS

ISSUED FOR BID

M301 3 6

T E

ILL

-N o.

4-0

Scale: 1/4" = 1'-0"

CHILLER BUILDING MECHANICAL SECTION2

M301Scale: 1/4" = 1'-0"

CHILLER BUILDING MECHANICAL SECTION1

M301

THIS PLAN MAY HAVE BEEN REDUCED IN SIZE

VERIFY BEFORE SCALING DIMENSIONS

VERT. SCALE: N/A

GRAPHIC SCALE

HORIZ. SCALE: 1/4" = 1'-0"

8' 16'0

PROVIDE AN INSERTION ELECTROMAGNETIC FLOWMETER COMPLETE WITH NIST TRACEABLE, WET CALIBRATED FLOW-MEASURING ELEMENT, REMOTE TRANSMITTER, INSTALLATION VALVES, ADJUSTABLE INSTALLATION DEPTH GAUGE AND CALIBRATION CERTIFICATE. FLOWMETER SHALL BE WET TAPPABLE, ALLOWING INSERTION AND REMOVAL

FROM THE FLOW STREAM WITHOUT SYSTEM SHUTDOWN.

DESIGN: ELECTROMAGNETIC SENSING ELEMENT SHALL UTILIZE TWO SETS OF DIAMETRICALLY OPPOSED ELECTRODES

TO MEASURE THE AVERAGE FLOW RATE VELOCITY.

CONSTRUCTION: WETTED COMPONENTS SHALL BE CONSTRUCTED OF 316L STAINLESS STEEL WITH AN ATTACHED TAG INDICATING CALIBRATION INFORMATION. SENSOR TECHNOLOGY SHALL HAVE A NEMA 6 ENCLOSURE AND NEMA 4

LOCAL DISPLAY.

MAXIMUM PRESSURE RATING: 400 PSIG.

FLUID TEMPERATURE RATING: 15F TO 250F

AMBIENT CONDITIONS TRANSMITTER: -20F TO 150F

END CONNECTIONS FOR NPS 1.25” AND LARGER: 1” MALE NPT HOT TAP ADAPTER FITTING. INSTALLATION THROUGH 1”

FULL PORT ISOLATION VALVE, MINIMUM.

FLOW RANGE: FLOW-MEASURING ELEMENT AND TRANSMITTER SHALL COVER THE OPERATING RANGE OF EQUIPMENT

OR SYSTEM SERVED.

ACCURACY: FLOWMETER SHALL PROVIDE CALIBRATED OUTPUTS DIRECTLY FROM THE INTEGRAL TRANSMITTER, THROUGHOUT THE OPERATING RANGE WITH THE ACCURACY STATED AS FOLLOWS:

STANDARD SENSOR (3”-72”) ±1.0% OF READING FROM 2 - 20 FT/S | ±0.02 FT/S BELOW 2 FT/S

FLOW RANGE: STANDARD SENSOR (3”-72”): 0.1 FT/S TO 20 FT/S (200:1 TURNDOWN)

MINIMUM CONDUCTIVITY 25 ΜS/CM

CALIBRATION: EACH FLOWMETER SHALL RECEIVE A WET CALIBRATION, WITHIN THE EXPECTED OPERATING RANGE, AGAINST A PRIMARY VOLUMETRIC STANDARD THAT IS TRACEABLE TO NIST.

LOCAL DISPLAY: LOCAL DISPLAY SHALL PROVIDE INSTANTANEOUS FLOW RATE INFORMATION AND TOTALIZED FLOW INFORMATION AND SHALL BE FACTORY CONFIGURED TO A SPECIFIC CONFIGURATION GIVEN BY THE CONTRACTOR.

INPUT POWER: 22-26VDC WITH MAXIMUM POWER DRAW AT 25 WATTS. 20-28VAC WITH MAXIMUM POWER DRAW AT

30VA, 60 HZ.

I/O SIGNALS: TRANSMITTER SHOULD PROVIDE.

TWO (2) ANALOG OUTPUT: ACTIVE 4-20MA, 0-10V, OR 0-5V.

TWO (2) ANALOG INPUTS: PASSIVE 4-20MA.

TWO (2) 1000OHMS RTD INPUTS.

THREE (3) DIGITAL INPUTS/OUTPUT. (FIELD SELECTABLE)

ONE (1) FREQUENCY OUTPUT (0-15V PEAK PULSE, 0-1000HZ)

MOUNTING OPTION: REMOTE MOUNT WITH KIT, UP TO 200FT.

DISPLAY SIZE: 4.3-INCH TOUCH SCREEN DISPLAY WITH A RESOLUTION OF 480 X 272 PIXELS

PROGRAMMING AVAILABLE OPTIONS: PASSWORD-PROTECTED MENU-DRIVEN USER INTERFACE VIA TOUCHSCREEN.

COMMUNICATION PROTOCOLS: BACNET MS/TP, BACNET UDP/IP, MODBUS RTU, MODBUS TCP/IP

NEW FLOW METERS SHALL UTILIZE THE EXISTING 4-20 mA SIGNALS CURRENTLY SERVING THE EXISTING FLOW METERS.

CONTRACTOR TO VERIFY THAT THE EXISTING 4-20 mA SIGNAL AND ASSOCIATED WIRING ARE PRESENT AND FUNCTIONAL FOR ALL FLOW METERS PRIOR TO DEMOLITION. CONTRACTOR SHALL PROTECT AND AVOID DAMAGE TO

EXISTING WIRING, CONNECTIONS, AND ASSOCIATED COMPONENTS DURING CONSTRUCTION.

SCH 80 CPVC PIPE AND FITTINGS MFG BY SPEARS PIPE OR APPROVED EQUAL. SOLVENT/CEMENT WELD

JOINTS USING WELD ON #724 PVC SOLVENT/CEMENT SYSTEM, OR APPROVED EQUAL. APPLY IN

ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS INCLUDING PRIMER (WELD ON #P-70). ALL PIPING SHALL BE MANUFACTURED IN ACCORDANCE WITH ASTM D1785. ALL FITTINGS SHALL BE SOCKET TYPE AND BE MANUFACTURED IN ACCORDANCE WITH ASTM D2467. ALL PIPING SHALL CONFORM TO NFS 12

AND NFS 61. ALL SOLVENT/CEMENT SHALL CONFORM TO ASTM D2564.

CPVC-1

SERIES 41BRAY 2 1/2" - 60"HIGH PERFORMANCE BUTTERFLY VALVE, LUG STYLE,

CARBON STEEL BODY, SS TRIM, STAINLESS STEEL DISC,

SEATS SHALL BE RPTFE WITH RESILIENT ENERGIZER.

VALVE IS BIDIRECTIONAL AND HAS ZERO LEAKAGE SHUT

OFF AT 285 PSIG CWP. VALVE IS RATED FOR -20 DEG F -

500 DEG F. PRIOR TO INSTALLATION CHECK EACH BOLT

HOLE BY INSTALLING A TEST BOLT (NON-TEFLON

COATED) TO THE FULL DEPTH OF EACH LOCATION.

DSG MFG SPECIFICATION MODEL NUMBER(S) SIZE(S)

VALVE SCHEDULE

REMARKS

PIPING SCHEDULE

TAG SPECIFICATION

CS-5

SCH 40 BLACK STEEL, ERW OR SEAMLESS, ASTM A106, A53 GRADE B, OR API-5L X42 OR X52. PIPING 12" AND LARGER SHALL BE STANDARD WALL. ALL FITTING WALL THICKNESS SHALL BE THE SAME AS THE PIPE. ALL FITTINGS 2-1/2" AND LARGER SHALL BE, SEAMLESS, BUTT WELD AND MANUFACTURED IN ACCORDANCE WITH ASTM A234 OR ANSI B16.9. FITTINGS 2" AND UNDER SHALL BE FORGED STEEL, CLASS 3000# SOCKET WELD, MANUFACTURED IN ACCORDANCE WITH ASME B16.11. ALL SOCKOLETS AND WELDOLETS SHALL BE

CLASS 3000#. ALL NIPPLES SHALL BE SCH 80.

ALL STEEL PIPE SHALL BE EITHER DOMESTIC OR IMPORT, IF MANUFACTURED TO ISO 9001 STANDARDS.

ALL BUTT WELD FITTINGS SHALL BE MANUFACTURED BY WELDBEND AND ALL SOCKET WELD FITTINGS

SHALL BE MANUFACTURED BY BONNEY FORGE.

ELLS: ALL BUTTWELD ELLS SHALL BE LONG RADIUS U.O.N.

BRANCHES: ALL BRANCH CONNECTIONS SHALL BE MADE WITH FITTINGS U.O.N.

FLANGES: 150# RAISED FACE, FORGED STEEL, WELD NECK, MANUFACTURED IN ACCORDANCE WITH

ASTM A105 OR ANSI/ASME B16.5. SLIP ON FLANGES MAY BE USED AS AN EXCEPTION WHEN

APPROVED BY OWNER ON A CASE BY CASE BASIS. ALL FLANGES SHALL BE "TWO HOLED."

ALL WELDING SHALL BE PERFORMED USING SMAW USING AWS E6010 ELECTRODES FOR THE ROOT AND E7018 ELECTRODES FOR COVER AND CAP PASSES FOR ALL CARBON STEEL-TO-CARBON STEEL JOINING IN

FULL COMPLIANCE WITH ASME B31.1.

WHEN WELDING CARBON STEEL TO 304L/N STAINLESS STEEL, ONLY GTAW (TIG) OR SMAW WITH E309L

ELECTRODES IS PERMITTED.

PAINT SYSTEM SHALL BE AN INDUSTRIAL QUALITY COATING SYSTEM WITH PRIMER AND FINISH COAT SYSTEM. FINISH, MATERIAL AND COLOR SHALL MATCH THE EXISTING UNLESS OTHERWISE NOTED.

ALL ITEMS NOT INSULATED OR SPECIFICALLY EXCLUDED FROM THE PAINTING REQUIREMENTS SHALL BE

PAINTED WITH THE PAINT SYSTEM SPECIFIED HEREIN.

PRIMER SHALL BE APPLIED IN A SINGLE COAT TO 5 MILS DFT.

FINISH COAT SHALL APPLIED IN A SINGLE COAT TO 5 MILS DFT. RE-APPLY AS NEEDED TO ACHIEVE

UNIFORM APPEARANCE WITH EXISTING.

STEEL SURFACE PREPARATION SHALL BE SSPC SP-6 ABRASIVE SURFACE BLAST CLEANING TO DEVELOP A 1

TO 3 MIL ANCHOR PATTERN.

PIPING OR OTHER PROJECT ELEMENTS THAT WILL BE PAINTED AFTER ASSEMBLY (DUE TO WELDING) SHALL BE ABRASIVE SURFACE BLAST CLEANED TO SP-6 BEFORE ASSEMBLY AND THEN CLEANED TO SP-3

IMMEDIATELY PRIOR TO COATING.

CLEAN ALL OILS, GREASES, MOLD, OR ANY OTHER CONTAMINANTS FROM SURFACES PRIOR TO COATING.

DO NOT PAINT: INSULATION, PERMANENTLY APPLIED LABELS, VALVE STEMS, ALUMINUM, GALVANIZED, PVC/CPVC, (EXCEPT AT EXTERIOR LOCATIONS OR AS INDICATED) OR STAINLESS STEEL ITEMS UNLESS OTHERWISE NOTED. EXCEPTION: STAINLESS STEEL THREADED PIPE NOZZLES/NIPPLES SHALL BE PAINTED

THE SAME AS CARBON STEEL PIPE.

DO NOT PAINT TEMPORARY PIPING, SUPPORTS, OR ANY OTHER TEMPORARY CONSTRUCTION ELEMENT.

REPAIR ALL EXISTING PAINT SYSTEMS DAMAGED BY THE WORK OF THIS PROJECT.

PNT-99

PAINT/COATING SCHEDULE

TAG SPECIFICATION

PROVIDE A COMPLETE SYSTEM OF AUTOMATIC TEMPERATURE CONTROL AS SPECIFIED HEREIN OR AS SHOWN OR DESCRIBED ON THE DRAWINGS. ALL CONTROL WIRING AND POWER WIRING TO CONTROL

EQUIPMENT SHALL BE PROVIDED BY THE MECHANICAL CONTRACTOR.

MANUFACTURER: CONTROL SYSTEM SHALL BE AN EXTENSION OF THE EXISTING SCHNEIDER QUANTUM PLC

SYSTEM, NO EXCEPTIONS.

CONTROL WIRING AND POWER WIRING: ALL CONTROL AND POWER WIRING REQUIRED FOR THE

CONTROLS (LINE OR LOW VOLTAGE) REQUIRED SHALL BE PROVIDED BY ATC SUB-CONTRACTOR.

SCOPE OF WORK:

-- PROVIDE CONTROL OF FOUR SOLENOID VALVES ON THE CHEMICAL FEED TO EACH OF THE FOUR

COOLING TOWER BASINS.

- PROVIDE MANUAL CONTROL OF ELECTRIC ACTUATORS FOR THE COOLING TOWER INLET ISOLATION

VALVES (V-1,V-2,V-3, AND V-4).

- PROVIDE MONITORING AND TRENDING OF FOUR FLOW METERS.

- PROVIDE ALL GRAPHICS, PROGRAMMING AND MISCELLANEOUS WORK TO INTEGRATE THE COOLING TOWER VALVES AND CHEMICAL FILL SOLENOID VALVES INTO THE EXISTING PLC CONTROL SYSTEM.

SEQUENCE OF OPERATION

COOLING TOWER INLET VALVES (V-1, V-2,V-3, AND V-4)

THE COOLING TOWER INLET VALVES SHALL BE COMMANDED TO OPEN OR CLOSE THROUGH THE EXISTING COOLING TOWER CONTROL SYSTEM. WHEN A COOLING TOWER CELL IS ENABLED THROUGH THE EXISTING CONTROL SYSTEM, THE ASSOCIATED TOWER INLET VALVE SHALL BE OPENED. WHEN THE COOLING

TOWER IS DISABLED, THE TOWER INLET VALVE SHALL BE CLOSED.

HEADER ISOLATION VALVES(V-5,V-6,V-7,V-8 AND V-9)

THE CONDENSER WATER HEADER ISOLATION VALVES SHALL BE MANUALLY OPERATED USING THE HAND

WHEEL FOR OPENING AND CLOSING.

COOLING TOWER CHEMICAL FEED SOLENOID VALVES

THE COOLING TOWER CHEMICAL FEED SOLENOID VALVE SHALL BE HARDWIRED AND INTERLOCKED WITH

THE ASSOCIATED COOLING TOWER INLET VALVE SUCH THAT BOTH VALVES OPEN AND CLOSE

SIMULTANEOUSLY.

SLUICE GATES

THE SLUICE GATES SHALL BE MANUALLY OPENED AND CLOSED FROM THE OPERATORS WORKSTATION.

THE SLUICE GATES SHALL BE MANUALLY OPENED AND CLOSED FROM A REMOTE MOUNTED PUSH BUTTON

CONTROL PANEL LOCATED OUTSIDE NEAR THE COOLING TOWER BASIN.

FLOW METERING STATIONS(FMS-1, FMS-2,FMS-3, AND FMS-4)

EACH COOLING TOWER INLET PIPE WITH A WATER FLOW AND BTU METER. THE METER OUTPUT SHALL BE CONNECTED TO THE EXISTING COOLING TOWER CONTROL SYSTEM. THE GRAPHICS SHALL INDICATE FLOW

IN GALLONS PER MINUTE (GPM) AND TOTAL FLOW IN GALLONS.

ELECTRIC ACTUATOR WITH DE-CLUTCHABLE HAND

WHEEL FOR BUTTERFLY VALVES:

VOLTAGE: 460V, 3 PHASE.

ENCLOSURE RATING: NEMA 4.

MAIN HOUSING: HIGH GRADE ALUMINUM ALLOY.

AMBIENT TEMPERATURE: -4 DEG. F. TO 140 DEG. F.

LUBRICATION: GREASE MOLY EP TYPE.

POSITION TRANSMITTER OUTPUT SIGNAL: 4-20mA.

MOTOR: SQUIRREL CAGED AC INDUCTION MOTOR WITH

CLASS F INSULATION AND EMBEDDED THERMAL

INSULATION.

MANUAL OVERRIDE: DE-CLUTCHABLE HANDWHEEL.

POSITION INDICATOR: TOP MOUNT VISUAL.

TRAVEL: 90 DEGREES +/- 5 DEGREES.

SERIES 76BRAY

PVC SOLENOID VALVES:

VALVE TYPE: THREE PIECE BALL VALVE.

ACTUATOR TYPE: ELECTRIC.

MATERIALS: PVC BODY, BALL AND HOUSING.

SEALING MATERIAL: EPDM.

TORQUE RATING: 120 in/lbs

PRESSURE RATING: 250 PSI.

Cv COEFFICIENT: 29.00.

CONTROL: 0 DEG - 90 DEG - 180 DEG.

HAYWARD 1"

VALVE SERIES: TBH SERIES TRUE

UNION BALL VALVE

ACTUATOR SERIES: EAU1 ELECTRIC

ON/OFF

PVC MANUAL VALVES:

VALVE TYPE: THREE PIECE BALL VALVE.

ACTUATOR TYPE: HANDLE.

MATERIALS: PVC BODY, BALL AND HOUSING.

SEALING MATERIAL: EPDM.

PRESSURE RATING: 250 PSI.

Cv COEFFICIENT: 29.00.

HAYWARD

TBH2100ASTE0000 1"

SLUICE GATE SCHEDULE

TAG SPECIFICATION

GATE BODY SHALL BE STAINLESS STEEL 316L.

GUIDE FRAME RAILS: STAINLESS STEEL 316L.

OPERATOR SUPPORT YOKE: STAINLESS STEEL 316L.

STEM: SINGLE OPERATING STEM SHALL BE STAINLESS STEEL 316 WITH A PLASTIC TEM COVER.

GATE HARDWARE: T-316L STAINLESS STEEL.

SIDE AND FLUSH BOTTOM SEALS: UHMW SIDE AND TOP SEALS AND A NEOPRENE INVERT SEAL.

SEAL CLAMPING BAR AND FASTENERS: T-316L STAINLESS STEEL.

LIFT NUTS AND THRUST NUTS: MANGANESE BRONZE, ASTM B0584, ALLOY 865.

THRUST COLLAR: T-316L STAINLESS STEEL.

HAND WHEEL: CAST IRON, ASTM A-126, CLASS B.

ANCHOR BOLTS: T-316L STAINLESS STEEL.

STEM GUIDES (WHEN APPLICABLE): UHMW.

YOKE MOUNTED ELECTRIC ACTUATOR.

LIFTS AND OPERATORS: OPERATORS SHALL BE SIZED TO START THE GATE MOVING UNDER A MAXIMUM HEAD PRESSURE WITH A PULL OF NOT MORE THAN 40 LBS. A MANUAL HAND WHEEL SHALL BE SUPPLIED

THAT IS COMPATIBLE WITH THE LIFT.

ELECTRIC OPERATORS: GATE MANUFACTURER SHALL PROVIDE ACTUATORS PER ELECTRIC MOTOR

OPERATOR MANUFACTURER'S RECOMMENDED SIZES BASED ON OPERATING FORCES AND DESIGN

REQUIREMENTS AND SHALL BE FOR OPEN/CLOSE SERVICE. ACTUATORS SHALL HAVE A NEMA 4X

ENCLOSURE, 480V / 3 PH AND SHALL BE PROVIDED WITH A REMOTE MOUNTED NEMA 4X PUSH BUTTON

CONTROL PANEL.

FIELD TESTING: A QUALIFIED FACTORY REPRESENTATIVE SHALL PROVIDE (4) HOURS OF TRAINING FOR FACILITY EMPLOYEES. A REPRESENTATIVE SHALL COMPLETE A CERTIFICATION OF PROPER INSTALLATION

AND PROVIDE COPIES TO THE OWNER AND ENGINEER.

SLUICE GATES SHALL BE AS MANUFACTURED BY WHIPPS, INC, MODEL 924, OR APPROVED EQUAL.

SLUICE GATE CONTROL SHALL NOT BE CONNECTED TO THE PLC OR SCADA SYSTEM UNDER THIS PROJECT.

PROVIDE ALL REQUIRED SIGNAL WIRING TO A LOCAL PUSH BUTTON JUNCTION BOX FOR FUTURE SCADA INTEGRATION. THE SLUICE GATE SHALL BE OPERATED VIA A REMOTE-MOUNTED PUSH BUTTON. PROVIDE FULL OPEN, FULL CLOSE, AND FAULT STATUS INDICATOR LIGHTS ON THE LOCAL CONTROL PANEL.

FMS-1

FMS-2

FMS-3

FMS-4

FT-3500ONICON

DSG MFG SPECIFICATION MODEL NUMBER(S) SIZE(S)

FLOW METER SCHEDULE

INSERTION

INTO

24" PIPE

PAINT SYSTEM SHALL BE AN INDUSTRIAL QUALITY COATING SYSTEM WITH PRIMER AND FINISH COAT SYSTEM. FINISH, MATERIAL AND COLOR SHALL MATCH THE EXISTING UNLESS OTHERWISE NOTED.

ALL ITEMS NOT INSULATED OR SPECIFICALLY EXCLUDED FROM THE PAINTING REQUIREMENTS SHALL BE

PAINTED WITH THE PAINT SYSTEM SPECIFIED HEREIN.

PRIMER SHALL BE APPLIED IN A SINGLE COAT TO 5 MILS DFT.

FINISH COAT SHALL APPLIED IN A SINGLE COAT TO 5 MILS DFT. RE-APPLY AS NEEDED TO ACHIEVE

UNIFORM APPEARANCE WITH EXISTING.

STEEL SURFACE PREPARATION SHALL BE SSPC SP-6 ABRASIVE SURFACE BLAST CLEANING TO DEVELOP A 1

TO 3 MIL ANCHOR PATTERN.

PIPING OR OTHER PROJECT ELEMENTS THAT WILL BE PAINTED AFTER ASSEMBLY (DUE TO WELDING) SHALL BE ABRASIVE SURFACE BLAST CLEANED TO SP-6 BEFORE ASSEMBLY AND THEN CLEANED TO SP-3

IMMEDIATELY PRIOR TO COATING.

CLEAN ALL OILS, GREASES, MOLD, OR ANY OTHER CONTAMINANTS FROM SURFACES PRIOR TO COATING.

THE SAME AS CARBON STEEL PIPE.

DO NOT PAINT TEMPORARY PIPING, SUPPORTS, OR ANY OTHER TEMPORARY CONSTRUCTION ELEMENT.

REPAIR ALL EXISTING PAINT SYSTEMS DAMAGED BY THE WORK OF THIS PROJECT.

PNT-99

PAINT/COATING SCHEDULE

TAG SPECIFICATION

BUTTERFLY

VALVES

V-4 V-5 V-6 V-7 V-8 V-9

PROVIDE HAND WHEEL

ONLY TO V-5,V-6,V-7,V-8,

AND V-9.

PROVIDE ELECTRIC

ACTUATOR WITH

DE-CLUTCHABLE HAND

WHEEL FOR VALVES

V-1,V-2,V-3,AND V-4.

ACTUATOR

SOLENOID

VALVES

BALL

VALVES

SOLENOID VALVES TO BE

INTERLOCAED WITH

V-1,V-2,V-3,AND V-4 FOR

THEIR RESPECTIVE

COOLING TOWERS.

N O

E Th e da ta in th is d oc um en t i nc or po ra te s pr op rie ta ry ri gh ts o f R

Y C

O . B

O X

0, L

A, F

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DRAWING FILENAME SH. SIZE

SHEET NO.

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N o.

IFY

TIO

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TIF

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ITH

B Y

T N o.

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9/1 8/2

D www.mckimcreed.com

Phone: (321) 233-9940 Orlando, FL 32826 12424 Research Parkway, Suite 200

CA#29588

PROJECT STATUS

ISSUED FOR BID

M401 4 6

T C

ILL

IFI

TIO

-N o.

4-0

CT-2CT-3 CT-1CT-4

30" CWR36" CWR

M M

24" CWR

EXISTING

PLC

CABINETS

SSS

480 VAC BY EC

INPUT POWER (20-28V

AC/DC (BY ATC)

ANALOG OUTPUT (FLOW)

TO PLC

480 VAC BY EC

INPUT POWER (20-28V

AC/DC (BY ATC)

ANALOG OUTPUT (FLOW)

TO PLC

INPUT POWER (20-28V

AC/DC (BY ATC)

ANALOG OUTPUT (FLOW)

TO PLC

INPUT POWER (20-28V

AC/DC (BY ATC)

ANALOG OUTPUT (FLOW)

TO PLC

COOLING TOWER CONTROL DIAGRAM

480 VAC BY EC

480 VAC BY EC480 VAC BY EC

480 VAC BY EC

COORDINATE WITH OWNER

FOR CABINETS TO BE UTILIZED

CASE BY CASE.

NEW 2" CHEM TREATMENT SOLENOID

VALVE (TYP.) IN NEW LINE.

FMS-4

FMS-3

FMS-2

FMS-1

V-4

V-3

V-2

V-1

V-5 V-6 V-7 V-8

V-9

N O

E Th e da ta in th is d oc um en t i nc or po ra te s pr op rie ta ry ri gh ts o f R

Y C

O . B

O X

0, L

A, F

Y C

TIT

REV

DRAWING FILENAME SH. SIZE

SHEET NO.

T E

B Y

N o.

IFY

TIO

O N

TIF

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T N o.

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9/1 8/2

D www.mckimcreed.com

Phone: (321) 233-9940 Orlando, FL 32826 12424 Research Parkway, Suite 200

CA#29588

PROJECT STATUS

ISSUED FOR BID

M402 5 6

T E

L D

-N o.

4-0

30" CHR

CHEM FEED

CONN

-2

C O

N D

-2

CHILLER No. 4

-1

C O

N D

-1

CHILLER No. 1

" C

H S

" C

H S

12" CHS

" C

W R

" C

W R

" C

W S

12" CHR

24" CWR

30" CHS

" C

W S

-4

C O

N D

-4

" C

H S

" C

W R

16" CHR

CHILLER No. 8

-8

C O

N D

-8

" C

H S

" C

W R

" C

W R

30" CWR

24" CHS

" C

W S

" C

H R

" C

H R

" C

W S

C C

H P-

C C

H P-

C C

H P-

CHW CIRCULATION PUMPS

12" CHR 12" CHR

C C

H P-

C C

H P-

C C

H P-

16" CHR

16" CWS

24" CWS

" C

W S

" C

W S

CONDENSER WATER PUMPS

24" CWS

" C

W S

" C

W R

CWP-1CWP-5CWP-2CWP-3CWP-6CWP-4

" C

W R

24" CWR

30" CWR

COOLING TOWERS

CT-2

36" CWR

TO CHW

DISTRIBUTION

PUMPS

30" CHS

FROM CHW

SYSTEM

30" CHR

" C

H S

16"

EVAP-5

COND-5

3-5

4-5

2-5

1-5

1A-5

PDISL

13A-5

PDISL

213A-5

13-5

FIT

13-5

TO DPCS

1-5

" C

W S

EVAP-6

COND-6

CHILLER No. 6

3-6

4-6

2-6

1-6

1A-6

PDISL

13A-6

PDISL

213A-6

15-6

FIT

15-6

TO DPCS

1-6

12" CHS

12" CHR

12" CHS

" C

W R

" C

H R

" C

H S

16" CWS

" C

H R

" C

H S

16" CWS

CHW CIRCULATION PUMPS

C C

H P-

C C

H P-

C C

H P-

24" CWR12"

12" CHR 12" CHR

16" CWS

CONDENSER WATER PUMPS

CWP-8CWP-9CWP-7

24" CWR24"

" C

W R

" C

H R

" C

H S

" C

W R

CT-4

TO DPCS

8TO DPCS

CT-4A

CT-4B

FYV

CT-4

7 CHEM

TRTMT

CONNS

" C

W R

CHEM

TRTMT

CONNS

VBS

CT-4

OLS

CT-4

WTWT

WT WT

" C

W S

" C

W S

LSL

CT-4

OIL

TO/FROM

CT-3 CT-1LSL

CT-3

OIL

TO/FROM

LSL

CT-2

OIL

LSL

CT-1

OIL

CHILLER

No. 5

16" CWR

CWP-11CWP-10

CHILLER No. 7

-7

C…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Sep 25, 2026.