007 2022-11-03 NOAA REVIEW SET (3).pdf

PDF 8 MB Posted Jul 16, 2025

Attached to: Waste Seawater Treatment System Upgrade - Auke Bay Laboratory in Juneau, Alaska
Solicitation number: 1333MF25Q0045
Issued by: Department of Commerce National Oceanic and Atmospheric Administration

About this file

Written by GovTribe AI · Jul 16, 2025

These documents comprise a preliminary design package for a wastewater treatment system upgrade at the NOAA/NMFS Ted Stevens Marine Research Institute in Juneau, Alaska. The project involves removing the existing ozone disinfection system and replacing it with a new UV disinfection system, as well as replacing 50 and 20 micron filters with a sand filter vessel for the domestic wastewater treatment plant. The design set includes detailed civil, process, electrical, and demolition plans for modifying the facility's wastewater treatment infrastructure, with specific focus on the post-treatment room and domestic wastewater system.

Key technical components include installing three RZ163-11 inline Hydro-Optic UV disinfection systems with 1.7 kW lamps, six-inch magnetic flowmeters, butterfly and ball valves, and a new Sta-Rite sand filter. The electrical drawings indicate the upgrade will involve modifying existing electrical panels, specifically panel ELH1, to accommodate the new UV system with 20A 3-pole breakers and surge protection devices. The project is part of a permit renewal package (Permit No. AK0053236) and is designed to improve the facility's wastewater treatment capabilities while maintaining compliance with existing environmental regulations.

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Other files

File	Type	Posted
032 Sol_1333MF25Q0045 (rev).pdf	PDF	Jul 29, 2025
023 WDOL-5685 22-May-2025.pdf	PDF	Jul 16, 2025
032 Sol_1333MF25Q0045.pdf	PDF	Jul 16, 2025
023 WH-1313.pdf	PDF	Jul 16, 2025
002 SON_UV Upgrade Installation.pdf	PDF	Jul 16, 2025

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CLIENT INFORMATION:PROJECT LOCATION:

PROJECT DESCRIPTION / NOTES:

Tt PROJECT No.: CLIENT PROJECT No.:

ISSUED:

NOAA/NMFS - TED STEVENS MARINE RESEARCH INSTITUTE

2022 PERMIT RENEWAL PACKAGE FOR ADPES

PERMIT NO. AK0053236

17109 POINT LENA LOOP RD.

JUNEAU, AK 99801

200-18865-22001

NOAA FISHERIES - TSMRI

17109 POINT LENA LOOP RD.

JUEAU, AK 99801

217 SECOND STREET, SUITE 207

JUNEAU, AK 99801

MAIN: (907) 586-6400 FAX: (907) 463-3677

REMOVAL OF THE EXISTING OZONE DISINFECTION SYSTEM AND REPLACEMENT

WITH A NEW UV DISINFECTION SYSTEM FOR THE SEAWATER PROCESS.

REMOVAL OF THE 50 MICRON AND 20 MICRON FILTERS TO THE DOMESTIC WWTP

AND REPLACEMENT WITH A SAND FILTER VESSEL TO INTERNAL OUTFALL 002

PERMITTED BY ADEC PERMIT AK0053236

11-01-2022 NOAA REVIEW SET

LOCATION MAP:

GENERAL NOTES

PROJECT SITE

TED STEVENS MARINE

RESEARCH INSTITUTE

UNIVERSITY OF

ALASKA FAIRBANKS

PT LENA LOOP ROAD

OCEAN VIEW DRIVE

LACIER HIG

DOWNTOWN JUNEAU

APPROX 16 MILES SOUTH

SEAWATER INTAKE

SYSTEM PUMP

HOUSE

OUTFALL 001

OUTFALL 002

PROJECT

VICINITY

1. ALL WORK SHALL BE IN CONFORMANCE WITH APPLICABLE LAWS, REGULATIONS AND CODES, INCLUDING BUT NOT LIMITED TO

STATE OF ALASKA 18 AAC 72 AND NSF STANDARD NO. 40.

2. EXISTING CONDITIONS SHOWN ON THESE DRAWINGS ARE BASED ON PREVIOUS SITE SURVEYS AND RECORD DRAWINGS

PREPARED BY PND ENGINEERS (2005) AND TRYCK NYMAN HAYES (2006).

3. ALL ELEVATIONS ARE BASED ON A DATUM OF MEAN LOWER LOW WATER = 0.0. TIDAL RANGES AS FOLLOWS:

EXTREME HIGH WATER =+22.0 (USACE)

HIGH TIDE LINE =+20.3 (USACE JURISDICTIONAL LINE)

MEAN HIGHER HIGH WATER =+15.8

MEAN HIGH WATER =+14.8

MEAN LOWER LOW WATER = 0.0

LOWEST OBSERVED TIDE, 2015 = -4.3 (ESTIMATED)

4. EXISTING CONDITIONS SHALL BE VERIFIED BY THE NOAA AND ITS SUBCONTRACTORS AND ANY DISCREPANCIES SHALL BE IDENTIFIED TO THE ENGINEER BEFORE WORK BEGINS. VERTICAL CONTROL SHALL BE BASED ON TOP LID ELEVATION OF +67.08

AT THE NW CORNER OF THE BIOFILTER AX-100 UA.

5. BEFORE ANY EXCAVATION BEGINS, SUBCONTRACTORS SHALL ARRANGE FOR THE NOAA STAFF TO ASSIST WITH FIELD LOCATES OF ALL EXISTING UNDERGROUND UTILITIES, INCLUDING BUT NOT LIMITED TO, WATER, SEWER, STORM DRAINAGE, ELECTRICAL POWER AND COMMUNICATIONS. UTILITIES SHOWN ON DRAWINGS INDICATE THEIR EXISTENCE ONLY AND MAY NOT SHOW ACTUAL LOCATIONS OR DEPTHS. ADDITIONAL UTILITIES MAY EXIST THAT ARE NOT SHOWN ON THE DRAWINGS.

6. SUBCONTRACTORS SHALL IMPLEMENT ALL NECESSARY EROSION CONTROL AND STORM WATER MANAGEMENT PLANS AS REQUIRED TO COMPLY WITH APPLICABLE LAWS AND REGULATIONS. DURING CONSTRUCTION, ALL CONSTRUCTION VEHICLE ROUTES SHALL BE KEPT CLEAN OF MATERIAL DEPOSITS RESULTING FROM THE CONTRACTORS OPERATION. THE CONTRACTOR

SHALL ALSO CONTROL DUST ON THE PROJECT SITE AND HAUL ROUTES.

7. CONTRACTORS SHALL NOT STORE MATERIALS OR EQUIPMENT, OR OPERATE EQUIPMENT, ON ANY PORTIONS OF THE PROJECT SITE WITHOUT THE WRITTEN APPROVAL OF THE OWNER. SUBCONTRACTORS SHALL BE RESPONSIBLE FOR ANY AND ALL DAMAGE TO PROPERTY ASSOCIATED WITH THE CONSTRUCTION ACTIVITIES, INCLUDING BUT NOT LIMITED TO, DAMAGE CAUSED

BY COMPACTION EFFORTS.

DRAWING INDEX

SHEET NO. DRAWING TITLE

GENERAL

G-001 TITLE SHEET, LOCATION MAP, AND DRAWING INDEX

G-002 DOMESTIC WASTEWATER SYSTEM DESIGN CRITERIA

CIVIL

C-001 CIVIL LEGEND

CA100 OVERALL SITE PLAN

PROCESS

D-001 PROCESS LEGEND

D-002 PROCESS GENERAL NOTES

DB101 DEMOLITION PLAN - DOMESTIC WASTEWATER SYSTEM

DB102 PROCESS PLAN - DOMESTIC WASTEWATER SYSTEM

DB301 DEMOLITION SECTION - DOMESTIC WASTERWATER SYSTEM FILTERS

DB302 SAND FILTER SYSTEM SECTION - DOMESTIC WASTEWATER SYSTEM

DB601 PROCESS FLOW DIAGRAM - DOMESTIC WASTEWATER SYSTEM

DC101 DEMO PLAN - POST TREATMENT ROOM

DC102 POST TREATMENT ROOM PLAN

DC301 UV DISINFECTION SYSTEM SECTION - POST TREATMENT ROOM

DC501 DEMOLITION DETAIL - OZONE SYSTEM

DC502 DEMOLITION DETAIL - OZONE SYSTEM

DC601 PROCESS FLOW DIAGRAM - POST TREATMENT ROOM

DC602 PROCESS FLOW DIAGRAM - POST TREATMENT ROOM

DC603 PROCESS FLOW DIAGRAM - POST TREATMENT ROOM

DC604 PROCESS EQUIPMENT SCHEDULE

ELECTRICAL

E-001 ELECTRICAL LEGEND

E-002 ELECTRICAL NOTES AND ABBREVIATIONS

EC101 ELECTRICAL DEMO PLAN-POST TREATMENT

EC102 ELECTRICAL POWER PLAN-POST TREATMENT ROOM

EC601 SINGLE LINE DIAGRAM POST TREATMENT

EC602 UV SYSTEM BLOCK DIAGRAM

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CURRENT DESIGN CURRENT DESIGN

G-002

D O

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MCH

CURRENT

MW-

B-

TEL

BM-

ELEC

TSP

ARS

SCS

TFC

ILFC

FLAG

MH-??

111.11

SDSD

WCS

W W

SPIG

WELL

BORE MONITORING WELL

BORING

CABLE TV FLAG

CABLE TV JUNCTION BOX

CABLE TV BOX

COMMUNICATIONS DISH

FIBER OPTIC

FIBER OPTIC FLAG

TELECOMMUNICATIONS FLAG

TELECOMMUNICATIONS

JUNCTION BOX

TELEPHONE MANHOLE

TELEPHONE

TELEPHONE BOX

BENCHMARK

CONTROL POINT MONUMENT

CONTROL POINT

FIRE HYDRANT

WATER VALVE

GAS FLAG

GAS

GAS VALVE

ELECTRICAL BOX

ELECTRICAL POWER FLAG

ELECTRICAL JUNCTION BOX

BUILDING LIGHT

LIGHT POLE

ELECTRICAL MANHOLE

ELECTRICAL METER

POWER POLE

RAILROAD CROSSING MARKER

STREET LIGHT

ELECTRICAL TRANSFORMER

TRAFFIC SIGNAL POLE

TRAFFIC SIGNAL BOX

GUY WIRE

UTILITY POLE

FOUND IRON PIN

SET IRON PIN

FOUND MONUMENT

SET MONUMENT

PROPERTY SECTION CORNER

AIR RELIEF STRUCTURE

CLEANOUT

FORCEMAIN CURB STOP

FLUSHING CONNECTION

IN-LINE FLUSHING

CONNECTION

SANITARY SEWER MANHOLE

SANITARY SEWER PUMP DPLX

SANITARY SEWER PUMP SPLX

SANITARY SEWER VALVE

FLAG POLE

MAILBOX

MANHOLE UNKNOWN

PARKING METER

POST

PICNIC TABLE

ROCK

SIGN

TRASH CAN

BUSH

SPOT ELEVATION

DECIDUOUS TREE

EVERGREEN TREE

PALM TREE

STUMP

WATER

WATER VALVE

STORM DRAIN

STORM END SECTION / HEADWALL

STORM DRAIN MANHOLE

WATER CURB STOP

DRINKING FOUNTAIN

WATER FLAG

WATER MANHOLE

WATER METER

WATER SPIGOT

SPRINKLER HEAD

WELL

SYMBOLS EXISTING

UTV

x x x x x x x x x x xx xx xx xx o o o o o o o o o o o o o o o o o o o

STM

4''STM

FIBER OPTIC

UNDERGROUND COMMUNICATION

OVERHEAD TELEPHONE

UNDERGROUND TELEPHONE

FIRE PROTECTION

FIRE PROTECTION UNDERGROUND

GAS/FUEL PIPE

NATURAL GAS PIPE

OVERHEAD ELECTRIC

UNDERGROUND ELECTRIC

SANITARY SEWER

SANITARY SEWER (X")

FORCE MAIN

FORCE MAIN (X")

STEAM PIPE

STEAM PIPE (X")

STORM SEWER

STORM SEWER (X")

WATER

WATER (X")

UTILITIES > 18" (WHERE APPLICABLE)

4''SS

8''SD

1''W

36''SD

UTILITIES

SITE

BUILDING OUTLINE

FENCE

FENCE WOOD

METAL FENCE

GUARDRAIL

FLOOD BOUNDARY

POND EDGE

RAILROAD TRACK

ASPHALT

BRICK

CONCRETE

GRAVEL

CURB AND GUTTER

ASPHALT SIDEWALK

CONCRETE SIDEWALK

GRAVEL SIDEWALK

MAJOR CONTOUR

MINOR CONTOUR

RETAINING WALL

ROCK RETAINING WALL

VEGETATION/TREE LINE

WETLAND BOUNDARY

10''FM

LINETYPES EXISTING

EXISTING ASPHALT TO BE DEMOLISHED

EXISTING CONCRETE TO BE DEMOLISHED

EXISTING CONCRETE PAVEMENT

PROPOSED GRAVEL

WETLAND AREA

FEATURE HATCHING

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C-001

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USS

USSUSS

USS

NSS

DFE

W W

SWR

SWRSWRSWRSWR

Xref .\C-002 Plan View.dwg

NSS

OFFICE

LABORATORY

NEW WET LABS

FILTER

HOUSE

SHOP

SW-FB

VAULT DRAIN

FSW

USW

TSW

SWS

IU-FSW

U-USW

EXST WATER

MAIN

U-SS

U-WSW

U-SS

FSW

USW

U-SS

U-WSW

MARINE OUTFALL

PIPING SYSTEM

SEAWATER

INTAKE SYSTEM

FOUNDATION DRAIN

NSS

EXISTING WATER MAIN

DOMESTIC WWTP (SITE

DESIGNATOR "B"). REFER

TO DBXXX SHEETS.

FUEL TANK

TO OUTFALL 001

OUTFALL 002

FUEL TANK

WOODEN HOUSING FOR

WEATHER PROTECTION

POST TREATMENT ROOM

(SITE DESIGNATOR "C").

REFER TO DCXXX SHEETS.

WETWELL / SEAWATER

PUMP HOUSE

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Project No.:

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SCALE:

15' 30' 60'

1" = 30'

ABBREVIATIONS:

FD FOUNDATION DRAIN

FSW FILTERED SEAWATER

FO FUEL OIL

NSS NOAA SANITARY SEWER

⅊ PROPERTY LINE

SWFB SEAWATER FILTER BACKWASH

SWR SEAWATER SUPPLY

SWS SEAWATER RETURN

TSW TREATED SEAWATER

USS UNIVERSITY SANITARY SEWER

UWSW UNIVERSITY WASTEWATER

W POTABLE WATER SUPPLY

CA100

CMZ

RJM

MCH

SITE DESIGNATORS:

A CIVIL SITE

B DOMESTIC WWTP BUILDING

C POST TREATMENT ROOM

(LABORATORY BASEMENT)

Project No.:

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PIPING LEGEND

N/A N/AN/A N/A N/A N/A N/A N/A

N/A N/A

N/A N/A N/A N/A N/A N/A

N/AN/AN/AN/A

VALVES (MISC)

DIAPHRAGM VALVE (DV)

GLOBE VALVE (GLV)

THREE WAY VALVE (TWV)

VENTURI FLOWMETER

REDUCER

CENTRIFUGAL

PUMP

DIAPHRAGM

METERING PUMP

BLOWER

VACUUM

VERTICAL

TURBINE PUMP

CAPPED OR PLUGGED

QUICK CONNECT COUPLING

BAG FILTER

STORAGE TANK

AS IDENTIFIED

STRAINER

TANK

STORAGE TANK

AS IDENTIFIED

VAPOR SEAL

MP-2501

CARTRIDGE FILTER

INJECTOR

STORAGE TANK

AS IDENTIFIED

PERISTALTIC

METERING PUMP

TANK

TANK/PROCESS

AS IDENTIFIED

PUMPS & COMPRESSORS TANKS AND VESSELS EQUIPMENT TAGS

SAMPLE PORT

DRAIN

COMBINATION AIR VALVE (AVRV)

THREE WAY GLOBE VALVE (TWGV)

BALL CHECK VALVE (BCV)

BACK PRESSURE REGULATOR VALVE (BPR)

PRESSURE CONTROL VALVE (PCV)

SOLENOID CONTROL VALVE (SV)

3 WAY SOLENOID

NEEDLE VALVE (NV)

PRESSURE RELIEF VALVE (PRV)

FLUSH VALVE (FV)

VACUUM BREAKER VALVE (VBV)

AIR VENT VALVE (AV)

MECHANICAL EQUIPMENT

MAGNETIC FLOWMETER

ORIFICE PLATE

ANNUBAR

TURBINE FLOWMETER

ROTAMETER

POSITIVE DISPLACEMENT

FLOWMETER

LEVEL SENSOR, FLOAT TYPE

NORMAL LIQUID LEVEL

ULTRASONIC LEVEL INSTRUMENT

MIXER

CALIBRATION COLUMN

PULSATION DAMPENER

Y STRAINER

BLIND FLANGE

M Z

MOTOR OPERATED

ACTUATOR WITH POSITIONER

PNEUMATIC OPERATED

ACTUATOR WITH POSITIONER

M MOTOR ACTUATOR

SOLENOID ACTUATOR

PNEUMATIC ACTUATOR

PNEUMATIC ACTUATOR WITH

STROKE POSITIONER

INJECTION QUILL WITH

CORP STOP

PRESSURIZED

TANK/PROCESS

AS IDENTIFIED

ULTRASONIC LEVEL SENSOR

PIPE BREAK

PIPE CROSSING

VENT

TURBO

DIAPHRAGM SEAL

RUPTURE DISK

PROPELLER MIXER

PIPE MATERIAL CHANGE

CAMLOCK W/ MALE CAP

FLEXIBLE HOSE

TURBINE

CENTRIFUGAL

SUMP PUMP

PUMPOUT CONNECTION

DIAPHRAGM CHECK VALVE (DC)

FLOW STREAM IDENTIFICATION

PIPING TAGS

PV-1000

VALVE TAGS

AAV AUTOMATIC AIR VENT

AHU AIR HANDLING UNIT

AI ANALOG INPUT

AO ANALOG OUTPUT

APP APPROXIMATE

CFM CUBIC FEET PER MINUTE

CW COLD WATER

DDC DIRECT DIGITAL CONTROL

DEMO DEMOLITION

DI DIGITAL INPUT

DN DOWN

DO DIGITAL OUTPUT

DU DIELECTRIC UNION

DV DRAIN VALVE

EAT ENTERING AIR TEMPERATURE

EF EXHAUST FAN

ET EXPANSION TANK

EWT ENTERING WATER TEMPERATURE

EXIST EXISTING

FAV FREE AREA VELOCITY

FPM FEET PER MINUTE

GEF GENERAL EXHAUST FAN

GMT GLYCOL MIXING TANK

HCC HEAT COIL/COOLING COIL

HP HEAT PUMP

HPHR HEAT PUMP HEATING RETURN

HPHS HEAT PUMP HEATING SUPPLY

HPLR HEAT PUMP LOAD RETURN

HPLS HEAT PUMP LOAD SUPPLY

HSR HEAT PUMP SOURCE RETURN

HSS HEAT PUMP SOURCE SUPPLY

HPT HEAT PUMP TANK

HRC HEAT RECOVERY OIL

HW HOT WATER

HWG HOT WATER GENERATOR

HWC HOT WATER CIRCULATING

HWT HOT WATER TANK

HX HEAT EXCHANGER

LAT LEAVING AIR TEMPERATURE

LCW LAB COLD WATER

LHW LAB HOT WATER

LHWC LAB HOT WATER CIRCULATING

LWT LEAVING WATER TEMPERATURE

MAV MANUAL AIR VENT

MAX MAXIMUM

MBH THOUSAND BTUH

MIN MINIMUM

NC NORMALLY CLOSED

NO NORMALLY OPEN

OCT OZONE CONTACT TANK

OSA OUTSIDE AIR

OVI OZONE VENTURI INJECTOR

PFT PRESSURE FILTER TANK

PMP PUMP

PS PRESSURE SWITCH

PSI POUNDS PER SQUARE INCH

REQD REQUIRED

TV THERMOSTATIC VALVE

VFD VARIABLE FREQUENCY DRIVE

WSW WASTE SEAWATER

12-NFF-PVC

EQUIPMENT NUMBER

EQUIPMENT

IDENTIFICATION

VALVE NUMBER

VALVE TYPE

PIPE MATERIAL CODE

FLOW STREAM IDENTIFICATION

PIPE DIAMETER, INCHES

FITTING/

APPURTENANCE

BEND

TEE

WYE

REDUCER

CAP/

BLIND FLANGE

PLUG

BUTTERFLY

VALVE

BALL VALVE

CHECK VALVE

GATE VALVE

PLUG VALVE

AUTOMATIC

CONTROL VALVE

PINCH VALVE

FLANGED

SINGLE-LINE DOUBLE-LINE

EXISTING PROPOSEDPROPOSEDEXISTING

MECHANICAL JOINT

SINGLE-LINE DOUBLE-LINE

EXISTING PROPOSEDPROPOSEDEXISTING

GROOVE JOINT

SINGLE-LINE DOUBLE-LINE

EXISTING PROPOSEDPROPOSEDEXISTING

SOLVENT WELD

SINGLE-LINE DOUBLE-LINE

EXISTING PROPOSEDPROPOSEDEXISTING

D-001

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STREAM

TO/FROM STREAM TO

AND FROM

STREAM

TO/FROM STREAM TO

AND FROM

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N S

1. GENERAL NOTES

A. ALL PUMP, VALVE, PIPING, WETTED COMPONENTS, ETC. THAT MAY COME IN CONTACT WITH WATER

SHALL BE A MATERIAL SPECIFIED AND APPROVED BY THE OWNER

B. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE ELEVATION AND O.D. OF ALL EXISTING LINES AT THE POINT OF CONNECTION TO THE NEW SYSTEM PRIOR TO ORDERING MATERIALS THAT DEPEND

ON THIS INFORMATION.

C. ALL PIPE TO STRUCTURE CONNECTIONS AND PENETRATIONS (INCLUDING MANHOLES) SHALL HAVE A FLEXIBLE COUPLING OR FLEXIBLE JOINT NOT MORE THAN 18 INCHES OR ONE HALF OF THE PIPE

DIAMETER (WHICHEVER IS GREATER) FROM THE OUTSIDE WALL OF THE STRUCTURE. ALL

CONNECTIONS OF PRESSURIZED PIPING SHALL BE RESTRAINED.

D. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, INSTRUMENTS, ETC. NECESSARY FOR ALL REQUIRED TESTS. ALL WORK SHALL BE SUBJECTED TO INSPECTION BY LOCAL PLUMBING AND HEALTH INSPECTORS AND THE DESIGN AUTHORITY. AT LEAST FORTY-EIGHT (48) HOURS NOTICE SHALL BE

GIVEN IN ADVANCE OF MAKING THE REQUIRED TESTS.

3. PIPING GENERAL NOTES

A. SEE THE PIPE SCHEDULE IN THIS DRAWING FOR PIPE MATERIALS, TYPES AND WALL THICKNESSES.

B. IN EXPOSED AND SUBMERGED LOCATIONS ALL BOLTS, NUTS, AND OTHER CONNECTION HARDWARE SHALL BE TYPE 304 STAINLESS STEEL. BOLTS SHALL BE HEAVY HEX TYPE MEETING ASTM A193 GRADE

B8. NUTS SHALL BE ASTM A194 GRADE 8.

C. CLEAN PIPE OF ALL DEBRIS DURING INSTALLATION. DO NOT RELY ONLY ON FLUSHING TO CLEAN THE

PIPE. REMOVE GRINDINGS, FILINGS, SLAG, ETC. DURING INSTALLATION.

D. ELBOWS AND ANGLE POINTS ARE SHOWN ON THE DRAWINGS TO ACHIEVE THE DESIRED LOCATION

AND ALIGNMENT FOR THE PIPE. CONTRACTOR SHALL USE ELBOWS THAT ARE FABRICATED AND

MITERED IN COMPLIANCE WITH APPLICABLE PIPE STANDARDS. WHERE NECESSARY AND UPON REVIEW BY THE ENGINEER DEFLECTIONS OTHER THAN WHAT ARE SHOWN ON THE DRAWINGS MAY BE USED.

E. SOME PIPE TYPES MAY ALLOW FOR ANGLES TO BE MADE BY DEFLECTING OR BENDING THE PIPE.

CONTRACTOR SHALL NOT EXCEED MANUFACTURES MAXIMUM DEFLECTION OR MINIMUM RADIUS.

F. PRESSURE TEST ALL PIPES. IF TEST PRESSURE IS NOT SPECIFIED ELSEWHERE IN THE CONTRACT

DOCUMENTS, THEN TEST TO 1.5 TIMES THE RATED PRESSURE. DO NOT EXCEED MANUFACTURE

MAXIMUM PRESSURE FOR PIPE, FITTINGS, VALVES OR EQUIPMENT. TEST PROCEDURE TO BE IN

ACCORDANCE WITH AWWA C600 AND AS APPROVED BY THE ENGINEER.

G. CONTRACTOR TO VERIFY FITTINGS AND CONNECTIONS BETWEEN DIFFERENT MATERIAL TYPES ARE

COMPATIBLE AND PROVIDE ADAPTERS WHERE NECESSARY.

2. SUBMITTALS

A. CONTRACTOR SHALL SUBMIT COMPLETE DESCRIPTIONS OF ALL MAJOR MATERIAL AND EQUIPMENT

ITEMS TO BE FURNISHED, INCLUDING BUT NOT LIMITED TO: PIPE, FITTINGS, SUPPORTS, VALVES, PROCESS EQUIPMENT, UV SYSTEM AND ELECTRICAL ITEMS SHOWN ON E DWGS.

B. AS APPROPRIATE, SUBMITTALS SHALL INCLUDE MATERIAL DIMENSIONS AND SPECIFICATIONS, DETAILED SHOP DRAWINGS, PRESSURE LOSS CURVES, FABRICATION DETAILS AND WARRANTIES.

ELECTRONIC SUBMITTALS IN PDF FORMAT ARE PREFERRED.

C. CONTRACTOR SHALL ALLOW UP TO (10) DAYS FOR SUBMITTAL REVIEW BY ENGINEER. NO ITEM

ORDERS SHALL BE FINALIZED BEFORE RECEIPT OF WRITTEN REVIEW FROM ENGINEER.

5. VALVES AND FITTINGS

A. BUTTERFLY VALVES IN EXPOSED LOCATIONS

1. BUTTERFLY VALVE TO BE ONE PIECE LUG DESIGN. 2" - 12" VALVES RATED FOR BUBBLE TIGHT SHUT

OFF TO 175 PSI. 14" - 20" VALVES 150 PSI.

2. VALVES 6" AND LARGE SHALL BE EQUIPPED WITH GEARED HANDWHEEL OPERATOR. VALVES 4" AND

SMALLER SHALL BE EQUIPPED WITH LEVER OPERATOR.

3. VALVES SHALL BE SERIES 30/31 WITH DUCTILE IRON BODY AND 316 STAINLESS STEEL TRIM AS

MANUFACTURED BY BRAY, OR EQUAL.

4. VALVES SHALL BE COATED ON INTERIOR AND EXTERIOR WITH A POLYAMIDE CURED EPOXY (6 MIL

DFT) COMPLYING WITH AWWA C550.

B. BALL VALVES

1. BALL VALVES SHALL BE MADE OF PVC UNLESS OTHERWISE INDICATED ON THE PLANS. BALL VALVES

SHALL HAVE TRUE UNION SOCKET ENDS.

2. THE BALLS SHALL HAVE FULL SIZE PORTS AND TEFLON SEATS. BODY SEALS, UNION O-RING SEALS, AND STEM SEALS SHALL BE IN ACCORDANCE WITH CORROSION RESISTANCE REQUIREMENTS OF

RESPECTIVE VALVE MANUFACTURER. THE VALVES SHALL BE SUITABLE FOR 150 PSI AT 73 DEGREES

F° FOR PVC.

3. VALVES SHALL BE MANUFACTURED BY ASAHI-AMERICA, SPEARS MFG CO., OR APPROVED EQUAL.

6. FLOW METERS

A. ELECTROMAGNETIC FLOW METERS

1. ELECTROMAGNETIC FLOW METER SHALL BE KROHNE OPTIFLUX 4000 OR EQUAL.

2. THE CONVERTER SHALL BE IFC300 OR EQUAL.

3. FURNISH WITH GROUNDING RINGS.

4. SCH 80 PVC PIPE

PIPING SYSTEMS

SYSTEM PIPE MATERIAL - CLASS PIPE JOINTS FITTINGS LINING / COATINGS

PVC-1 PVC-ASTM D1784 SCH80, TYPE 1, GRADE 1 SOLVENT WELD OR FLANGED SCH 80 PVC SOLVENT WELD OR

FLANGED

COVER PIPING WITH FIBERGLASS

INSULATION

PVC-2 PVC-ASTM D1784 SCH80, TYPE 1, GRADE 1 SOLVENT WELDED SCH 80 PVC SOLVENT WELD

A. FLANGES SHALL BE 150# CLASS, ANSI B16.1. GASKETS SHALL BE FULL FACE BUNA-N, 3.2 MM

THICKNESS WITH A 60 TO 70 SHORE HARDNESS. ASBESTOS GASKETS ARE UNACCEPTABLE.

B. INSTALL FLANGE CONNECTION AT BUTTERFLY VALVES, WAFER STYLE CHECK VALVES, PUMPS

EQUIPMENT SPECIAL COMPONENTS, AND WHERE SHOWN ON DRAWINGS.

C. HANGER SPACING SHALL BE BASED ON THE TABLES PROVIDED BY THE PVC PIPE MANUFACTURER.

D. POLYVINAL CHLORIDE PIPING SYSTEM SHALL BE INSTALLED UNDER THE SUPERVISION OF A JOURNEYMAN FOREMAN MECHANIC WELL EXPERIENCED IN THE INSTALLATION OF SUCH SYSTEMS.

E. THE CONTRACTOR SHALL SUPPLY AND INSTALL MANUAL AIR VENTS AT ALL HIGH POINTS IN THE

SUPPLY PIPING SYSTEMS.

F. WHERE REQUIRED IN THE PIPE SYSTEM TABLE, PROVIDE FIBERGLASS INSULATION TO MATCH THE EXISTING SCH 80 PVC PIPING INSIDE THE POST TREATMENT ROOM. THE FIBERGLASS INSULATION

SHALL MATCH THE EXISTING PIPING:

1. THICKNESS: 40 mm

2. MANUFACTURER: SCHULLER INTERNATION, CERTAINTEED, OR KNAUF.

3. INSULATION: ASTM C547; RIGID MOLDED, NONCOMBUSTIBLE.

a. 'K' ('Ksi') VALUE: ASTM C177, 0.035 AT 24 DEGREES C.

b. MAXIMUM SERVICE TEMPERATURE: 454 DEGREES C.

c. MAXIMUM MOISTURE ABSORPTION: 0.2 PERCENT BY VOLUME.

4. VAPOR BARRIER JACKET:

a. ASTM C921, WHITE KRAFT PAPER WITH GLASS FIBER YARN, BONDED TO ALUMINIZED FILM.

b. MOISTURE VAPOR TRANSMISSION: ASTM E96; 0.2 PERM-INCHES.

5. TIE WIRE: 1.22 mm STAINLESS STEEL WITH TWISTED ENDS ON MAXIMUM 300 mm CENTERS.

6. VAPOR BARRIER LAP ADHESIVE:

a. MANUFACTURERS: BENJAMIN FOSTER OR EQUAL.

b. ASTM C195; HYDRAULIC SETTING ON MINERAL WOOL.

7. INDOOR VAPOR BARRIER FINISH:

a. MANUFACTURERS: SCHULLER INTERNATIONAL, CERTAINTEED, OR KNAUF.

b. VINYL EMULSION TYPE ACRYLIC, COMPATIBLE WITH INSULATION, WHITE COLOR.

PIPE SCHEDULE

PIPE ID FUNCTION SERVICE SIZE

PIPE SYSTEM

(UNLESS NOTED

OTHERWISE)

TEST

PRESSURE

(PSI)

WSW WASTE SEAWATER EXPOSED ALL PVC-1 100

SS SANITARY SEWER ALL 2" AND SMALLER PVC-2 100

7. UV DISINFECTION SYSTEM

A. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS, TOOLS, AND LABOR REQUIRED TO INSTALL AND

TEST THE OWNER PROVIDED ATLANTIUM HYDRO-OPTIC UV LAMP SYSTEM.

B. UV LAMP SYSTEM DESCRIPTION:

1. MODEL: RZ163-11 INLINE HYDRO OPTIC DISINFECTION SYSTEM

2. BULBS QUANTITY (PER UNIT): 1

3. BULB: 1.7 Kw, 155 mm UV LAMP

4. CONNECTIONS: 6" FLANGE ANSI B16.5

5. MAXIMUM FLOWRATE: 450 GPM

6. MAXIMUM WORKING PRESSURE: 145 PSI

7. WEIGHT 137.02 LB

8. BALLAST MODULES

9. CONTROLLERS

C. POWER SUPPLY, CONTROLS, AND CONNECTIONS SHALL BE CONSTRUCTED BY THE CONTRACTOR PER

THE ELECTRICAL DRAWINGS.

D. CONTRACTOR SHALL COORDINATE WITH THE SUPPLIER FOR SYSTEM START UP AND TESTING. START

UP AND TESTING SERVICES ARE INCLUDED IN OWNER PROVIDED SYSTEM.

E. THE UV SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS INSTALLATION

REQUIREMENTS AND GUIDELINES.

AX-100 UA AX-100

NOAA-1

AX-100

NOAA-2

EXISTING

6" HDPE

PIPE

FROM

NOAA

P-100

40'x60

PRE-ENGINEERED

BUILDING

FILTRATE

DISCHARGE

BASIN

RECIRC

SPLITTER

VALVE

2-WAY

DISTRIBUTION

VALVE

RECIRC SPLITER VALVE

4" FORCEMAIN

pH MONITORING

STANDPIPE

OVERHEAD

DOOR

OVERHEAD

DOOR

pH MONITORING

STANDPIPE FOR FUTURE

USE OF UAF SYSTEM

DOOR

Mg(OH)₂

INJECTIONAIR TO PROCESS

AIR RETURN

FILTRATE TO TANK

TREATED

EFFLUENT

DISCHARGE TO

OUTFALL 02

EXISTING VENT AIR

PRIMARY TANK

(OUT OF SERVICE)

SECONDARY TANK

(OUT OF SERVICE)

RECIRC TANK

(DECOMMISSIONED)

SECONDARY

TANK

VENT TO EXTERIOR

OF BUILDING

4" ISOLATION

VALVE

ELECTRICAL

KNOCKOUT

SEE VENT NOTE

RECIRC TANK

(OUT OF SERVICE)

TANK 2

TANK 1

DUPLEX

PUMPING

SYSTEMS

8" ALPHA COUPLING

48" MANHOLE

HDPE FORCE MAIN

FROM UAF PUMP

STATION

MANHOLE ACCESS

PRIMARY

TANK

CARBON

FILTER NOT

SHOWN FOR

CLARITY

TREATED EFFLUENT

DISCHARGE TO OUTFALL 02

DESK

OVERHEAD CABINETS

TRANSFORMER

ESH

POWER BREAKER

PANEL (PP-1)

ORENCO

CONTROL PANEL

TO UV AND

FILTER SYSTEM

DB301

4x8

REDUCER

4" HDPE PIPE

Mg(OH)₂ DRUM

STORAGE AND

METERING

SHED

UV DISINFECTION AND

FILTRATION ROOM

MAGNESIUM HYDROXIDE

SLURRY AQUEOUS

SOLUTION

Checked By:

Drawn By:

Project No.:

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-6

) 4

-3

PRELIMINARY

FOR AGENCY

REVIEW

SCALE:

2' 4' 8'

1/4" = 1'-0''DOMESTIC WWTP BUILDING DEMOLITION PLAN1

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

GENERAL SHEET NOTES

SHEET KEYNOTES

01 CONTRACTOR SHALL PROTECT PIPES, FITTINGS, EQUIPMENT, AND

APPURTENANCES DURING CONSTRUCTION.

02 CONTRACTOR SHALL CONFIRM ALL DIMENSIONS AND LOCATIONS IN THE

FIELD.

03 PIPING LOCATIONS ARE APPROXIMATE; CONTRACTOR TO FIELD VERIFY ALL

LOCATIONS AND FIELD MEASUREMENTS.

04 CONTRACTOR SHALL COORDINATE OPERATION OF VALVES, EQUIPMENT,

AND SHUTDOWNS WITH THE PLANT OPERATORS.

01 DEMOLISH THE 50 MICRON AND 20 MICRON FILTERS, BACK BOARD,

SUPPORTS, AND CONNECTING HOSES; RE: 01/DB301.

DB101

D O

O N

CMZ

AX-100 UA AX-100

NOAA-1

AX-100

NOAA-2

FROM

NOAA

40'x60

PRE-ENGINEERED

BUILDING

FILTRATE

DISCHARGE

BASIN

RECIRC

SPLITTER

VALVE

2-WAY

DISTRIBUTION

VALVE

RECIRC SPLITER VALVE

4" FORCEMAIN

pH MONITORING

STANDPIPE

OVERHEAD

DOOR

OVERHEAD

DOOR

pH MONITORING

STANDPIPE FOR FUTURE

USE OF UAF SYSTEM

DOOR

Mg(OH)₂

INJECTIONAIR TO PROCESS

AIR RETURN

FILTRATE TO TANK

TREATED

EFFLUENT

DISCHARGE TO

OUTFALL 02

EXISTING VENT AIR

PRIMARY TANK

(OUT OF SERVICE)

SECONDARY TANK

(OUT OF SERVICE)

RECIRC TANK

(DECOMMISSIONED)

SECONDARY

TANK

4" ISOLATION

VALVE

ELECTRICAL

KNOCKOUT

RECIRC TANK

(OUT OF SERVICE)

TANK 2

TANK 1

DUPLEX

PUMPING

SYSTEMS

48" MANHOLE

HDPE FORCE MAIN

FROM UAF PUMP

STATION

MANHOLE ACCESS

CARBON

FILTER NOT

SHOWN FOR

CLARITY

DB302

TREATED EFFLUENT

DISCHARGE TO OUTFALL 02

DESK

OVERHEAD CABINETS

TRANSFORMER

ESH

POWER BREAKER

PANEL (PP-1)

ORENCO

CONTROL PANEL

TO UV AND

FILTER SYSTEM

FILTER BACKWASH

RELOCATE MAGNESIUM

HYDROXIDE SLURRY AQUEOUS

TO METERING SHED IF

REQUIRED

4x8

REDUCER

4" HDPE PIPE

Mg(OH)₂ DRUM

STORAGE AND

METERING

SHED

UV DISINFECTION AND

FILTRATION ROOM

Checked By:

Drawn By:

Project No.:

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Bar Measures 1 inch

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200-18865-22001

/N M

O N

D S

T, S

U A

K, M

-6

) 4

-3

PRELIMINARY

FOR AGENCY

REVIEW

SCALE:

2' 4' 8'

1/4" = 1'-0''

DOMESTIC WWTP BUILDING PLAN1

_ SCALE: 1/4"=1'-0"

GENERAL SHEET NOTES

SHEET KEYNOTES

01 CONTRACTOR SHALL PROTECT PIPES, FITTINGS, EQUIPMENT, AND

APPURTENANCES DURING CONSTRUCTION.

02 CONTRACTOR SHALL CONFIRM ALL DIMENSIONS AND LOCATIONS IN THE

FIELD.

03 PIPING LOCATIONS ARE APPROXIMATE; CONTRACTOR TO FIELD VERIFY ALL

LOCATIONS AND FIELD MEASUREMENTS.

04 CONTRACTOR SHALL COORDINATE OPERATION OF VALVES, EQUIPMENT,

AND SHUTDOWNS WITH THE PLANT OPERATORS.

05 REFER TO SHEET D-002 FOR PIPE, FITTING, AND VALVE SPECIFICATIONS.

01 NEW PIPE - 2" SCH 80 PIPE FOR FILTER BACKWASH LINE. PROVIDE FITTINGS,

SUPPORTS, AND UNIONS AS REQUIRED. ROUTE PIPING ALONG THE

INTERIOR OF THE UV DISINFECTION ROOM WALLS FROM THE FILTER

BACKWASH PORT TO THE FILTRATE DISCHARGE BASIN.

02 NEW SAND FILTER; REFER TO SHEET 01/DB302 FOR PIPING, VALVES, AND

FITTINGS.

DB102

O M

C W

CMZ

SRO

03BV415 (E)

03AE416 (E)

03BV417 (E)

03UV422 (E)

03AE424 (E)

03PNL421 (E)

03BV420 (E)

03BV423 (E)

03PNL450 (E)

03UV432 (E)

03PNL431 (E)

03BV430 (E)

03BV433 (E)

03UV442 (E)

03AE444 (E)

03PNL441 (E)

03BV440 (E)

03BV443 (E)

03AE434 (E)

POWER OUTLET

AND SWITCH (TYP)

BIOFILTER

EFFLUENT (BFE)

POST DISINFECTION

EFFLUENT

03PNL451 (E)

03PI413 (D)

03BV414 (D)

03FE445 (E) 01

03BV410 (D)

03FLT411 (D)

03FLT412 (D)

Checked By:

Drawn By:

Project No.:

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200-18865-22001

/N M

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T, S

U A

K, M

-6

) 4

-3

PRELIMINARY

FOR AGENCY

REVIEW

SCALE:

8" 1'-4" 2'-8"

3/4" = 1'-0''DOMESTIC WWTP EXISTING UV AND FILTRATION SYSTEM DEMOLITION SECTION1

- SCALE: 3/4"=1'-0"

GENERAL SHEET NOTES

SHEET KEYNOTES

01 CONTRACTOR SHALL PROTECT PIPES, FITTINGS, EQUIPMENT, AND

APPURTENANCES DURING CONSTRUCTION.

02 CONTRACTOR SHALL CONFIRM ALL DIMENSIONS AND LOCATIONS IN THE

FIELD.

03 PIPING LOCATIONS ARE APPROXIMATE; CONTRACTOR TO FIELD VERIFY ALL

LOCATIONS AND FIELD MEASUREMENTS.

04 CONTRACTOR SHALL COORDINATE OPERATION OF VALVES, EQUIPMENT,

AND SHUTDOWNS WITH THE PLANT OPERATORS.

01 EXISTING HOSE - 1" ID PVC

02 EXISTING PIPE - 2" SCH 40 PVC

03 EXISTING PIPE - 2" SCH 80 PVC

04 EXISTING FITTING - 2" 90° ELBOW SCH 40 PVC

05 EXISTING FITTING - 2" SCH 40 PVC TEE

06 DEMOLISH THE 50 MICRON AND 20 MICRON FILTERS, BACK BOARD,

SUPPORTS, AND CONNECTING HOSES.

EQUIPMENT KEYNOTES

03BV410 (D) BALL VALVE - 1'' SCH 40 PVC, HANDLE

03FLT411 (D) 50 MICRON FILTER

03FLT412 (D) 20 MICRON FILTER

03PI413 (D) PRESSURE GAUGE 0-60 PSIG

03BV414 (D) BALL VALVE - 1'' SCH 40 PVC, HANDLE

03FE445 (E) FLOW METER

03BV415 (E) BALL VALVE - 2'' SCH 40 PVC, HANDLE

03AE416 (E) PH AND TEMPERATURE ELEMENT

03BV417 (E) BALL VALVE - 2'' SCH 40 PVC, HANDLE

03BV420 (E) BALL VALVE - 1'' SCH 40 PVC, HANDLE

03PNL421 (E) VIQUA POWER SUPPLY

03UV422 (E) VIQUA UV DISINFECTION UNIT

03BV423 (E) BALL VALVE - 1'' SCH 40 PVC, HANDLE

03AE424 (E) UV TRANSMITTER

03BV430 (E) BALL VALVE - 1'' SCH 40 PVC, HANDLE

03PNL431 (E) VIQUA POWER SUPPLY

03UV432 (E) VIQUA UV DISINFECTION UNIT

03BV433 (E) BALL VALVE - 1'' SCH 40 PVC, HANDLE

03AE434 (E) UV TRANSMITTER

03BV440 (E) BALL VALVE - 1'' SCH 40 PVC, HANDLE

03PNL441 (E) VIQUA POWER SUPPLY

03UV442 (E) VIQUA UV DISINFECTION UNIT

03BV443 (E) BALL VALVE - 1'' SCH 40 PVC, HANDLE

03AE444 (E) UV TRANSMITTER

03PNL450 (E) UV SYSTEM PANEL

03PNL451 (E) ELECTRICAL PANEL

DB301

N S

O N

D O

CMZ

03BV415 (E)

03AE416 (E)

03BV417 (E)

03UV422 (E)

03AE424 (E)

03PNL421 (E)

03BV420 (E)

03BV423 (E)

03PNL450 (E)

03UV432 (E)

03PNL431 (E)

03BV430 (E)

03BV433 (E)

03UV442 (E)

03AE444 (E)

03PNL441 (E)

03BV440 (E)

03BV443 (E)

03AE434 (E)

POWER OUTLET

AND SWITCH (TYP)

BIOFILTER

EFFLUENT (BFE)

POST DISINFECTION

EFFLUENT

03PNL451 (E)

FILTER-TO-WASTE

AND FILTER

BACKWASH

NEW SAND FILTER

03SF400 (N)

03FE445 (E)

PIPING BEHIND FILTER

SHOWN FOR CLARITY

(TYP)03BV401-404 (N)

(TYP)

03CV405 (N)

Checked By:

Drawn By:

Project No.:

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200-18865-22001

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K, M

-6

) 4

-3

PRELIMINARY

FOR AGENCY

REVIEW

SCALE:

8" 1'-4" 2'-8"

3/4" = 1'-0''

DOMESTIC WWTP NEW SAND FILTER SECTION1

- SCALE: 3/4"=1'-0"

GENERAL SHEET NOTES

SHEET KEYNOTES

01 CONTRACTOR SHALL PROTECT PIPES, FITTINGS, EQUIPMENT, AND

APPURTENANCES DURING CONSTRUCTION.

02 CONTRACTOR SHALL CONFIRM ALL DIMENSIONS AND LOCATIONS IN THE

FIELD.

03 PIPING LOCATIONS ARE APPROXIMATE; CONTRACTOR TO FIELD VERIFY ALL

LOCATIONS AND FIELD MEASUREMENTS.

04 CONTRACTOR SHALL COORDINATE OPERATION OF VALVES, EQUIPMENT,

AND SHUTDOWNS WITH THE PLANT OPERATORS.

05 REFER TO SHEET D-002 FOR PIPE, FITTING, AND VALVE SPECIFICATIONS.

01 EXISTING HOSE - 1" ID PVC

02 EXISTING PIPE - 2" SCH 40 PVC

03 EXISTING PIPE - 2" SCH 80 PVC

04 EXISTING FITTING - 2" 90° ELBOW SCH 40 PVC

05 EXISTING FITTING - 2" SCH 40 PVC TEE

06 NEW PIPE - 2" SCH 80 PVC

07 NEW FITTING - 2" 90° ELBOW SCH 80 PVC

08 NEW FITTING - 2" SCH 80 PVC TEE

09 NEW FITTING - 2" SCH 80 UNION

10 INSTALL NEW 2" SCH 80 TEE WITH A PLUG FOR ALTERNATIVE FUTURE

WATER SUPPLY CONNECTION FOR BACKWASHING THE FILTER.

EQUIPMENT KEYNOTES

03SF400 (N) SAND FILTER, STA-RITE MODEL T-300BO-2 WITH #20 SILICA SAND,

SIZE RANGE 0.40-0.55 MM WITH A UNIFORMITY COEFFICIENT

LESS THAN 1.75 PER MANUFACTURER'S RECOMMENDATION AND

PER ENGINEER'S APPROVAL.

03BV401 (N) BALL VALVE - 2" SCH 80 PVC, HANDLE

03BV402 (N) BALL VALVE - 2" SCH 80 PVC, HANDLE

03BV403 (N) BALL VALVE - 2" SCH 80 PVC, HANDLE

03BV404 (N) BALL VALVE - 2" SCH 80 PVC, HANDLE

03CV405 (N) SWING CHECK VALVE - 2" SCH 40

03FE445 (E) FLOW METER

03BV415 (E) BALL VALVE - 2'' SCH 40 PVC, HANDLE

03AE416 (E) PH AND TEMPERATURE ELEMENT

03BV417 (E) BALL VALVE - 2'' SCH 40 PVC, HANDLE

03BV420 (E) BALL VALVE - 1'' SCH 40 PVC, HANDLE

03PNL421 (E) VIQUA POWER SUPPLY

03UV422 (E) VIQUA UV DISINFECTION UNIT

03BV423 (E) BALL VALVE - 1'' SCH 40 PVC, HANDLE

03AE424 (E) UV TRANSMITTER

03BV430 (E) BALL VALVE - 1'' SCH 40 PVC, HANDLE

03PNL431 (E) VIQUA POWER SUPPLY

03UV432 (E) VIQUA UV DISINFECTION UNIT

03BV433 (E) BALL VALVE - 1'' SCH 40 PVC, HANDLE

03AE434 (E) UV TRANSMITTER

03BV440 (E) BALL VALVE - 1'' SCH 40 PVC, HANDLE

03PNL441 (E) VIQUA POWER SUPPLY

03UV442 (E) VIQUA UV DISINFECTION UNIT

03BV443 (E) BALL VALVE - 1'' SCH 40 PVC, HANDLE

03AE444 (E) UV TRANSMITTER

03PNL450 (E) UV SYSTEM PANEL

03PNL451 (E) ELECTRICAL PANEL

DB302

D F

R S

O N

O M

C W

CMZ

RJM

MCH

MKK

101-1

YIC

20X

FUI/FQI

EF 201

BDP-101&102

RT-101

BF-101

MT-100

MX-101

MP-101

Mg(OH)₂

FEED PUMP

NOAA

SEWAGE

UAF

SEWAGE

INFLUENT

MIXING TANK

SAMPLE

SEPTIC TANK RECIRCULATION TANK W/

BIOFILTER DOSING PUMPS

PROCESS AIR

EXHAUST FAN AND

CARBON FILTER

DFE TO

OUTFALL

UV DISINFECTION

SYSTEM

CARBON

FILTER

ST-101

SEPTIC TANK

ST-201

Mg(OH)₂ DRUM

101-2

P-100 pH

BDP-201&202

RT-201

RECIRCULATION TANK W/

BIOFILTER DOSING PUMPS

AIT

PROCESS AIR HEATER

HX 201

YIC

30X

120 VAC

EFFLUENT TANK AND

PUMPING SYSTEM

UV-301 UV-302 UV-303

FLOAT

VALVE

FLOAT

VALVE

100-1

BF-102

BF-201

ALTERNATING

2-WAY

VALVE

STE

BFE

BFI

BFE

BFI PAS

PAR

PASPAS

SAMPLE

PAS

PAR

BFE

BFI

BFE

PAR

120 VAC

LEGEND

BDP- BIOFILTER DOSING PUMP

BFI- BIOFILTER INFLUENT

BFE- BIOFILTER EFFLUENT

CF- CARTRIDGE FILTER

COMP- SEPTIC TANK COMPARTMENT

D- DRAIN

DFE- DISINFECTANT FINAL EFFLUENT

EP- EFFLUENT PUMP

FC- FLUSHING CONNECTION

FE- FLOW ELEMENT

FI/FQ- FLOW RATE AND ACCUMULATED FLOW

INDICATOR

FT-FLOW TRANSMITTER

HX- AIR HEATING UNIT

KK- PROGRAMMABLE TIMER CONTORL UNIT

Mg(OH)₂ -MAGNESIUM HYDROXIDE

MP- CHEMICAL METERING PUMP

MT- MIXING TANK

NC- NORMALLY CLOSED VALVE

PAS- PROCESS AIR SUPPLY

PAR- PROCESS AIR RETURN

QUICK COUPLER FEMALE

QUICK COUPLER MALE

RE- UV LIGHT INTENSITY MONITOR

RS- RAW SEWAGE

RT- RECIRCULATION TANK

ST- SEPTIC TANK

STE- SEPTIC TANK EFFLUENT

UV- ULTRA VIOLET DISINFECTION

YIC- PROCESS INDICATING CONTROLLER

EP 201

a a

100-1

PCP-101

120 VAC

HDA

PRIMARY SECONDARY

03SF400 (N)

03BV401 (N)

03BV403 (N)

03BV402 (N)

03BV404(N)

03CV405 (N)

M pH

03BV415 (E)03BV417 (E)

Drawn By:

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PRELIMINARY

FOR AGENCY

REVIEW

DB601

O W

G R

O M

C W

CMZ

CHILLER UNIT 1

CHILLER

UNIT 2

COLD WATER

HEADER AND

FIRE RISER

WSW

COLLECTION

TANK

WSW

COLLECTION

TANK

600mm OVERFLOW SW 600mm OVERFLOW SW

600mm OVERFLOW SW

203mm CW

DEMOLISHED

PRESSURE FILTER

TANKS HOUSE

KEEPING PADS

OZONE VENTURI

INJECTION ROOM OZONE

GENERATOR ROOM

K ( N

O L

O N

BASKET STRAINER

RECIRCULATION TEE

VALVE (E). FLOW GOING

UP IS RECIRCULATION TO

WASTE SEAWATER SUMP

OG-1

OG-2

OG-3

OCT-1 OCT-2 OCT-3 OCT-4

RO-101 RO-102HP-102

REVERSE

OSMOSIS (E)

HPT-101

STORAGE

TANK (E)

PMP-119

PMP-120

HP LOAD PUMPS (E)

PMP-107PMP-106

PMP-108

WASTE SEAWATER PUMPS (E)

HP-101

HP SOURCE PUMPS

PMP-116

PMP-117

HX-101

HX-103

HX-102

HEATING HX (E)

COOLING HX (E)

HP BUILDING

PUMPS (E)

FP-101

FIRE PUMP (E)

PMP-121

PMP-122

PMP-118

COOLING

PUMP (E)

FIRE PUMP

CONTROLLER

LABORATORY BASEMENT

SEWAGE EJECTOR

FLT-101

04 04 04 04

C O

D W

WSW TO

OUTFALL

OG-1

OG-2

OG-3

OCT-1 OCT-2 OCT-3 OCT-4

ELL1

ELH1

EMDS

ATS1

NMDS

MCB

MTS1

PARTS BIN

PLC PANEL P6

Checked By:

Drawn By:

Project No.:

w w w .te tra te ch .c om

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W G

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Bar Measures 1 inch

C op yr ig ht : T et ra

T ec h

200-18865-22001

/N M

O N

D S

T, S

U A

K, M

-6

) 4

-3

PRELIMINARY

FOR AGENCY

REVIEW

SCALE:

2'-8" 5'-4" 10'-8"

3/16" = 1'-0''

POST TREATMENT ROOM PROCESS DEMOLITION PLAN1

_ SCALE: AS NOTED

SCALE:

0.5

METERS

1.0 2.0 3.0

GENERAL SHEET NOTES

SHEET KEYNOTES

01 CONTRACTOR SHALL PROTECT PIPES, FITTINGS, EQUIPMENT, AND

APPURTENANCES DURING CONSTRUCTION.

02 CONTRACTOR SHALL CONFIRM ALL DIMENSIONS AND LOCATIONS IN THE

FIELD.

03 PIPING LOCATIONS ARE APPROXIMATE; CONTRACTOR TO FIELD VERIFY ALL

LOCATIONS AND FIELD MEASUREMENTS.

04 REMOVE SUPPORTS TO PROCESS PIPING AND EQUIPMENT DEMOLISHED AS

PART OF THIS WORK.

05 DRAWINGS DO NOT INCLUDE ALL PROCESS PIPING FOR CLARITY; REFER TO

YEARS 2005 AND 2010 RECORD DRAWINGS FOR FURTHER INFORMATION.

01 DEMOLISH EXISTING VENTURI INJECTION SYSTEM; RE: DC501, DC502.

02 DEMOLISH EXSITING OZONE GENERATORS, OG-1, OG-2, AND OG-3; RE:

DC502. REMOVAL OF OZONE GENERATORS BY OTHERS. DE-ENERGIZE,

DISCONNECT AND REMOVE OZONE POWER CONDUCTORS BACK TO PANEL

ELL1. CONDUIT TO REMAIN. SEE SHEETS EC101 AND EC102.

03 DEMOLISH BOTH 6" SCH 80 PVC POST OZONATED WSW PROCESS PIPES

FROM OZONE VENTURI INJECTION SYSTEM TO OZONE CONTACT TANKS.

04 DEMOLISH ALL FOUR EXISTING OZONE CONTACT TANKS, VALVES, PIPING,

AND APPURTENANCES PER PLANS.

05 DEMOLISH 8" SCH 80 PVC TREATED SALT WATER "TSW'" PIPE UP THE

FLANGE INDICATED IN THE PLANS. RETAIN HANGERS FOR NEW 8" SCH 80

PVC FROM THE NEW UV SYSTEM TO BE INSTALLED; RE: DC102.

DC101

N P

T R

R O

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CMZ

RJM

Sheet

UNIT 2

COLD WATER

HEADER AND

FIRE RISER

WSW

COLLECTION

TANK

WSW

COLLECTION

TANK

600mm OVERFLOW SW 600mm OVERFLOW SW

600mm OVERFLOW SW

203mm CW

DEMOLISHED

PRESSURE FILTER

TANKS HOUSE

KEEPING PADS

WSW FROM SUMP

DC301

K ( N

O L

O N

BASKET STRAINER

RECIRCULATION TEE

VALVE (E). FLOW GOING

UP IS RECIRCULATION TO

WASTE SEAWATER SUMP

RO-101 RO-102HP-102

REVERSE

OSMOSIS (E)

HPT-101

STORAGE

TANK (E)

PMP-119

PMP-120

HP LOAD PUMPS (E)

PMP-107PMP-106

PMP-108

WASTE SEAWATER PUMPS (E)

HP-101

HP SOURCE PUMPS

PMP-116

PMP-117

HX-101

HX-103

HX-102

HEATING HX (E)

COOLING HX (E)

HP BUILDING

PUMPS (E)

FP-101

FIRE PUMP (E)

PMP-121

PMP-122

PMP-118

COOLING

PUMP (E)

FIRE PUMP

CONTROLLER

LABORATORY BASEMENT

SEWAGE EJECTOR

FLT-101

NEW UV DISINFECTION

SYSTEM

C O

D W

WSW TO

OUTFALL

ELL1

ELH1

EMDS

ATS1

NMDS

MCB

MTS1

PARTS BIN

PLC PANEL P6

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FOR AGENCY

REVIEW

SCALE:

2'-8" 5'-4" 10'-8"

3/16" = 1'-0''POST TREATMENT ROOM PROCESS PLAN1

_ SCALE: AS NOTED

SCALE:

0.5

METERS

1.0 2.0 3.0

GENERAL SHEET NOTES

SHEET KEYNOTES

01 CONTRACTOR SHALL PROTECT PIPES, FITTINGS, EQUIPMENT, AND

APPURTENANCES DURING CONSTRUCTION.

02 CONTRACTOR SHALL CONFIRM ALL DIMENSIONS AND LOCATIONS IN THE

FIELD.

03 PIPING LOCATIONS ARE APPROXIMATE; CONTRACTOR TO FIELD VERIFY ALL

LOCATIONS AND FIELD MEASUREMENTS.

04 REMOVE SUPPORTS TO PROCESS PIPING AND EQUIPMENT DEMOLISHED AS

PART OF THIS WORK.

05 DRAWINGS DO NOT INCLUDE ALL PROCESS PIPING FOR CLARITY; REFER TO

YEARS 2005 AND 2010 RECORD DRAWINGS FOR FURTHER INFORMATION.

06 REFER TO SHEET D-002 FOR PIPE, FITTING, AND VALVE SPECIFICATIONS.

01 INSTALL NEW UV DISINFECTION SYSTEM PER PLANS; RE: 01/DC301.

02 PIPE - INSTALL 8" SCH 80 PVC PIPE FOR THE POST UV DISINFECTION TSW.

SUPPORT PIPING PER MANUFACTURER REQUIREMENTS.

03 FITTING - INSTALL 8" SCH 80 45° BENDS.

04 FITTING - INSTALL 8" SCH 80 90° BENDS.

05 CONNECT NEW 8" SCH 80 PVC PIPE FOR THE TSW TO THE EXISTING FLANGE

CONNECTION. FURNISH A FREE FLOATING SCH 80 PVC FLANGE FOR THE

CONNECTION.

06 INSTALL THE NEW 8" SCH 80 PVC PIPE THROUGH THE EXISTING WALL

WESTERN-MOST WALL PENETRATION FROM THE OLD 6" OZONATED PIPE.

WIDEN THE HOLE AS REQUIRED FOR THE NEW 8" PIPE.

DC102

T R

R O

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CMZ

RJM

MCH

Sheet

07 06 05

DOOR

COLUMN

BOTTOM EDGE OF RAFTERS

UV MAINTENANCE

CLEARANCE

BOUNDARY

1'-10 21/64"1'-10 21/64"1'-10 21/64"

5' -5

2' -4

1' -1

2' -8

2' -0

'-2

8' -0

/1 6"

3'-0 47/64"3'-0 47/64"2'-9 21/32"

CEILING

(TYP)

FLOOR

WALL

Checked By:

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PRELIMINARY

FOR AGENCY

REVIEW

GENERAL SHEET NOTES

SHEET KEYNOTES

01 CONTRACTOR SHALL PROTECT PIPES, FITTINGS, EQUIPMENT, AND

APPURTENANCES DURING CONSTRUCTION.

02 CONTRACTOR SHALL CONFIRM ALL DIMENSIONS AND LOCATIONS IN THE

FIELD.

03 PIPING LOCATIONS ARE APPROXIMATE; CONTRACTOR TO FIELD VERIFY ALL

LOCATIONS AND FIELD MEASUREMENTS.

04 CONTRACTOR SHALL COORDINATE OPERATION OF VALVES, EQUIPMENT,

AND SHUTDOWNS WITH THE PLANT OPERATORS.

05 REFER TO SHEET D-002 FOR PIPE, FITTING, AND VALVE SPECIFICATIONS.

01 NEW PIPE - 2" SCH 80 PVC

02 NEW PIPE - 6" SCH 80 PVC

03 NEW PIPE - 8" SCH 80 PVC

04 NEW FITTING - 6" 90° ELBOW SCH 80 PVC

05 NEW FITTING - 8" 90° ELBOW SCH 80 PVC

06 NEW FITTING - 8"X6"X8" REDUCING TEE SCH 80 PVC

07 NEW FITTING - 8"X6" ECCENTRIC REDUCER SCH 80 PVC

08 NEW FITTING - 8"X2" BUSHING SCH 80 PVC

09 NEW FITTING - 6" SOCKET X FLANGE ADAPTER SCH 80 PVC

10 NEW FITTING - 8" SOCKET X FLANGE ADAPTER SCH 80 PVC

11 NEW FITTING - 8" 11.25° BEND SCH 80 PVC

12 EXISTING PIPE - 8" SCH 80 PVC, INSULATED

SCALE:

8" 1'-4" 2'-8"

3/4" = 1'-0''

UV DISINFECTION SYSTEM DETAIL SECTION1

DC102 SCALE: 1/4"=1'-0"

02FE302 (N)

02BFV300 (N)

02BV301 (N)

02UVD304 (N)

02BFV307 (N)

02BV305 (N)

02FE202 (N)

02BFV200 (N)

02BV201 (N)

02UVD204 (N)

02BFV207 (N)

02BV205 (N)

02FE102 (N)

02BFV100 (N)

02BV101 (N)

02UVD104 (N)

02BFV107 (N)

02BV105 (N)

02BFV400 (N)

EQUIPMENT KEYNOTES

02BFV100 (N) BUTTERFLY VALVE - 6'' SCH 80 PVC, LEVER HANDLE

02BV101 (N) BALL VALVE - 2'' SCH 80 PVC, LEVER HANDLE

02FE102 (N) MAGMETER - 6'' 316 SS

02UVD104 (N) RZ163-11 INLINE HYDRO OPTIC DISINFECTION SYSTEM W/ (1) 1.7

KW MP, COLOR ALL IN ONE SS CONTROLLER, 6” TC I/O 480V 3

PHASE

02BV105 (N) BALL VALVE - 2'' SCH 80 PVC, LEVER HANDLE

02BFV107 (N) BUTTERFLY VALVE - 6'' SCH 80 PVC, LEVER HANDLE

02BFV200 (N) BUTTERFLY VALVE - 6'' SCH 80 PVC, LEVER HANDLE

02BV201 (N) BALL VALVE - 2'' SCH 80 PVC, LEVER HANDLE

02FE202 (N) MAGMETER - 6'' 316 SS

02UVD204 (N) RZ163-11 INLINE HYDRO OPTIC DISINFECTION SYSTEM W/ (1) 1.7

KW MP, COLOR ALL IN ONE SS CONTROLLER, 6” TC I/O 480V 3

PHASE

02BV205 (N) BALL VALVE - 2'' SCH 80 PVC, LEVER HANDLE

02BFV207 (N) BUTTERFLY VALVE - 6'' SCH 80 PVC, LEVER HANDLE

02BFV300 (N) BUTTERFLY VALVE - 6'' SCH 80 PVC, LEVER HANDLE

02BV301 (N) BALL VALVE - 2'' SCH 80 PVC, LEVER HANDLE

02FE302 (N) MAGMETER - 6'' 316 SS

02UVD304 (N) RZ163-11 INLINE HYDRO OPTIC DISINFECTION SYSTEM W/ (1) 1.7

KW MP, COLOR ALL IN ONE SS CONTROLLER, 6” TC I/O 480V 3

PHASE

02BV305 (N) BALL VALVE - 2'' SCH 80 PVC, LEVER HANDLE

02BFV307 (N) BUTTERFLY VALVE - 6'' SCH 80 PVC, LEVER HANDLE

02BFV400 (N) BUTTERFLY VALVE - 8" SCH 80 PVC, LEVER HANDLE

02BV401 (N) BALL VALVE - 2" SCH 80 TRUE UNION

02BV401 (N)

DC301

U V

O N

T R

R O

O M

CMZ

DC501

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FOR AGENCY

REVIEW

DC501

N D

CMZ

MCH

GENERAL SHEET NOTES

SHEET KEYNOTES

01 CONTRACTOR SHALL PROTECT PIPES, FITTINGS, EQUIPMENT, AND

APPURTENANCES DURING CONSTRUCTION.

02 CONTRACTOR SHALL CONFIRM ALL DIMENSIONS AND LOCATIONS IN THE

FIELD.

03 PIPING LOCATIONS ARE APPROXIMATE; CONTRACTOR TO FIELD VERIFY ALL

LOCATIONS AND FIELD MEASUREMENTS.

04 REMOVE SUPPORTS TO PROCESS PIPING AND EQUIPMENT DEMOLISHED AS

PART OF THIS WORK.

01 DEMOLISH OZONE GENERATORS, OG-1, OG-2, AND OG-3.

02 DEMOLISH TUBING, PIPING, FITTINGS, AND VALVES FOR CONNECTING OZONE

DELIVERY LINE; THE COOLING WATER SUPPLY, RECIRCULATION AND

DISCHARGE LINES; AND THE PRESSURIZED AIR SUPPLY LINE.

03 DEMOLISH BOTH OZONE FEED LINES TO VENTURI INJECTORS INCLUDING ALL

TUBING, FITTINGS, AND VALVES.

04 DEMOLISH OZONE FEED LINE VALVES, ROTAMETERS, AND SS SUPPLY

TUBING.

05 DEMOLISH ORP CONTROLLERS. REMOVE ALL WIRING BACK TO SOURCE AND

CAP ABANDONED CONDUITS.

06 DEMOLISH THE COMPRESSED AIR SUPPLY LINE UP TO THE BALL VALVE.

RETAIN 3-INCHES OF PIPE ON THE DOWNS STREAM END AND INSTALL A PLUG.

RETAIN AND MOVE SUPPORT BRACKET TO SUPPORT PLUGGED END OF PIPE.

07 DEMOLISH OZONE GENERATOR COOLING RECIRCULATION SYSTEM.

DEMOLITION WORK INCLUDES THE STORAGE TANK AND PLATFORM, THE

RECIRCULATION PUMP, THE HEAT EXCHANGER, THE COOLING DISCHARGE,

RETURN, AND SUPPLY LINES.

EQUIPMENT KEYNOTES

OZONE GENERATORS DEMOLITION1

_ SCALE: N.T.S.

ORP CONTROLLER AND OZONE ROTAMETER DEMOLITION2

_ SCALE: N.T.S.

PRESSURIZED AIR SUPPLY DEMOLITION3

_ SCALE: N.T.S.

OZONE GENERATOR COOLING SYSTEM DEMOLITION4

_ SCALE: N.T.S.

APPROXIMATE

CUT LOCATION

GENERAL SHEET NOTES

SHEET KEYNOTES

01 CONTRACTOR SHALL PROTECT PIPES, FITTINGS, EQUIPMENT, AND

APPURTENANCES DURING CONSTRUCTION.

02 CONTRACTOR SHALL CONFIRM ALL DIMENSIONS AND LOCATIONS IN THE

FIELD.

03 PIPING LOCATIONS ARE APPROXIMATE; CONTRACTOR TO FIELD VERIFY ALL

LOCATIONS AND FIELD MEASUREMENTS.

04 REMOVE SUPPORTS TO PROCESS PIPING AND EQUIPMENT DEMOLISHED AS

PART OF THIS WORK.

01 DEMOLISH THE RECIRCULATION SYSTEM COOLING DISCHARGE, RETURN,

AND SUPPLY LINES; RE: 04/DC501.

02 DEMOLISH BOTH POST OZONATED WSW LINES FROM THE VENTURI

INJECTORS THROUGH TO THE CONNECTION TO THE OZONE CONTACT

TANKS; RE: DC101.

03 DEMOLISH WSW FEED LINE TO THE OZONE GENERATOR RECIRCULATION

COOLING SYSTEM'S HEAT EXCHANGER.

04 DEMOLISH WSW PIPING UPSTREAM OF THE OZONE VENTURI INJECTORS TO

THE PIPE PENETRATION AS FIELD FITTING REQUIRES. FURNISH A COUPLING

TO CONNECT NEW SCH 80 PVC PIPE.

05 DEMOLISH BOTH SIDE CHANNEL OZONE INJECTION STREAMS AND

ASSOCIATED FITTINGS, VALVES, AND TUBING CONNECTING TO OZONE

SUPPLY ROTAMETERS; RE: 02/DC501.

06 DEMOLISH BOTH PARALLEL VENTURING OZONE INJECTION LINES INCLUDING

ALL FITTINGS, VALVES, AND APPURTENANCES.

07 RETAIN AND REUSE PIPE HANGER FOR NEW 8" SCH 80 PVC PIPE TO NEW UV

SYSTEM.

Checked By:

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FOR AGENCY

REVIEW

DC502

N D

CMZ

MCH

EQUIPMENT KEYNOTES

N/A

WSW PROCESS PIPE CONNECTION POINT2

_ SCALE: N.T.S.

VENTURI INJECTOR PIPING DEMOLITION DETAIL1

_ SCALE: N.T.S.

VENTURI INJECTORS DEMOLITION DETAIL3

_ SCALE: N.T.S.

DC502

WSW

(E) Waste Seawater Sump

(E) 8

WSW

(E) 6" recirculation

WSW

HX-102

(Heating)

HX-101

(Heating)

(E) PMP-106/107/108

(Waste Seawater Pumps)

Strainer

520 GPM

02BFV100 (N)

02BV101 (N) 02BV105 (N)

02FE102 (N) 02UVD104 (N)

02AV106 (N)

02BFV107 (N)

8-WSW-PVC

02BFV200 (N)

02BV201 (N) 02BV205 (N)

02FE202 (N) 02UVD204 (N)

02BFV207 (N)

02BFV300 (N)

02BV401 (N) 02BV305 (N)

02FE302 (N) 02UVD304 (N)

02BFV307 (N)

8-WSW-PVC

02BFV400 (N)

6-WSW-PVC

(E) 8

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FOR AGENCY

REVIEW

SEAWATER PIPING DIAGRAM

SCALE: NONE

DC601

O W

G R

T R

O O

CMZ

MCH

ADC602

HPSR

DC602

HPSS

CDC602

HPSR

DC602

HPSS

WSW

TO OUTFALL SUMP

H H

HPLR

PLR

HPLS

PLS

SWCS

HPSS

HPSR

H H

HPLR

PLR

HPLS

PLS

SWCS

HPSS

HPSR

Checked By:

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REVIEW

HEAT PUMP PIPING DIAGRAM

SCALE: NONE

ET-104

(E) GMT-101

(E) PMP-121

3/4

See Continuation on

DC601

8 4

(E) 3/4

Install valve and check valve

Penthouse

3/4

AS-103

HP-101

HP-102 HPT-101PMP-120

PMP-119

PMP-118

ET-105

3/4

See Continuation on

DC601

(Glycol Mixing Tank)

(Heat Pump)

(Heat Pump) (HP Heating Tank)(Load Pump)

(Load Pump)

(Cooling)

(E) 3/4" to heat recovery system

Reduced Pressure Backflow Preventer

Water Feeder Set @ 15 psig

3/4" cold water 3/4

PMP-117

(Source Pump)

4 4

HX-103

(Cooling)

High Capacity Air Vent

PMP-123

(Cooling HX)

PMP-116

(Source Pump)

340 GPM

200 GPM 240 GPM

215 GPM

DC602

O W

G R

N T

R O

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CMZ

ADC601

HPSR

CDC601

HPSR

DC601

HPSS

DC601

HPSS

EDC601

SWCS

HDC603

HPS

DC603

SWCR

DC603

HHR

LHW

LCW

HWC

VFDVFD

HWC

C W

HPHR

HPHS

H S

H R

H S

H R

HPHR

HPHS

SWCR

SWCS

HPHR

HPHS

LHW

LCW

HWC

VFDVFD

HWC

C W

HPHR

HPHS

H S

H R

H S

H R

HPHR

HPHS

SWCR

SWCS

HPHR

HPHS

Checked By:

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PRELIMINARY

FOR AGENCY

REVIEW

BUILDING PIPING DIAGRAM

SCALE: NONE

(E) 1-1/2

(E) 3/4

(E) 1-1/2

1-1/2

(E) 3"

(E) 1-1/4

(E) 3/4

(E) 1-1/4

Office Building

Lab Building

1-1/2

1-1/2 (E) 3

(E) 1-1/2

(E) 4(E) 4

(E) 4

(E) 1 (E) 1

(E) 1(E) 1

(E) 1-1/4

1-1/4

(E) 3

(E) 4

3/4 3/4

(E) 3"

HCC-101

(AHU-101)

PMP-121/122

(Heat Pump

Building Pumps)

HCC-103

(AHU-103)

(E) PMP-103

(Lab VAV Reheat Pump)

(E) PMP-104

(Lab AHU Coil Pump)

(E) HWG-101

(Indirect HW Heater)

(E) ET-102

(E) PMP-115

HWT-101

(Electric HW Heater)

4 4 4 4

(E) 3/4

HWT-201

(Electric HW Heater)

(E) PMP-204

(E) PMP-202

(Office VAV Reheat

Coils)

(E) ET-201

(E) HWG-201

(Indirect HW Heater)

(E) PMP-201

(Office AHU Heating

Coils)

4 4

(E) B-101 (Boiler)

(E) B-102 (Boiler)

(E) ET-101

(E) AS-101

(E) 6 (E) 6 (E) 6 (E) 6

(E) 6

3 33 3

2-1/2

(E) 1-1/2

(E) 6

(E) 6 (E) 6

PMP-101/102

(Boiler Building Pumps)

(E) PMP-203

(E) PMP-105

150 GPM 150 GPM

14 GPM

94 GPM

97 GPM

116 GPM

5 GPM

42 GPM

DC603

O W

G R

T R

O O

CMZ

MCH

EDC602

SWCS

HDC602

HPS

DC602

HHR

DC602

SWCR

Project No.:

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FOR AGENCY

REVIEW

(2010 EXISTING SEAWATER HEATING AND COOLING SYSTEM EQUIPMENT SCHEDULE)

SEAWATER LOOP

HX-101 Heating Heat Exchanger HX-102 Description: Plate heat exchanger; titanium plates

Warm Side: 520 gpm; 38F EWT; 32F LWT; seawater;

Max 1,200 gpm@10 psi drop

Cold Side: 680 gpm; 30F EWT; 35F LWT; 35% EG; Max 5 psi drop

HEAT PUMP LOOP

HP-101 Heat Pump HP-102 Description: Helical rotary screw heat pump

Capacity: 920 MBH; Variable output Evaporator: 35F EWT; 30F LWT; 35% ethylene glycol Condenser: 100F EWT; 120F LWT; 35% ethylene glycol Performance: COP=3.5 (100%), 3.2 (50%) Electrical: 460V/3 phase Manufacturer: Trane RTWD, 90 ton nominal

PMP-116 Heat Pump Source Pump PMP-117 Description: Base mounted centrifugal

Capacity: 340 gpm; 110' head; 77% efficiency; 35%…

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File details come from the government source that posted it. Updated Jul 16, 2025.