CITY OF VANCOUVER THORNTON PARK PUMP STATION …

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CITY OF VANCOUVER THORNTON PARK PUMP STATION REPAIRS PROJECTMECHANICAL UPGRADES

LOCATION PLAN, DRAWING LIST & GENERAL NOTES

165

AB0 SF 12 JUN 2019 ISSUED FOR TENDER

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Scale: NTS

LOCATION PLANCHARLESON PARKPUMP STATION SITE

THORNTON PARKPUMP STATION SITE

TERMINAL CENTRALPUMP STATION SITE

DRAWING LIST

SHEET DRAWING NAME

LOCATION PLAN, DRAWING LIST & GENERAL NOTES

CITY OF VANCOUVERTHORNTON PARK PUMP STATION REPAIRS PROJECTISSUED FOR TENDER

THORNTON PARK PUMP STATION SITE PLAN

THORNTON PARK PUMP STATION SECTION & DETAILS

TERMINAL CENTRAL PUMP STATION SITE PLAN

TERMINAL CENTRAL PUMP STATION SECTIONS & DETAILS

CHARLESON PARK PUMP STATION SITE PLAN

CHARLESON PARK PUMP STATION SECTIONS & DETAILS

G-001

M-100

M-101

M-200

M-201

M-300

M-301

THORNTON PARK PUMP STATION MIXER PUMP WIRING PLAN & DETAILSM-102

ISSUED FOR TENDER2019-06-12

X0 X

01:100

2m 2 4

(A1)

Scale: 1:100

THORNTON PARK PUMP STATION SITE PLAN

EXISTING PUMP ACCESSHATCH(TYP. FOR 2 PAIRS)

LIMITS OF CONSTRUCTIONFENCING (APPROX.)

EX. EAST INLETMANHOLE

EX. WEST INLETMANHOLE

ST

AT

ION

ST

RE

ET

#4#3#2#1

1M-101

EX. ACCESS HATCH(TYP. FOR 2)

REPLACE EX. PUMP DISCHARGEPIPING (TYP. FOR 3)

EX. PIPING ROOM(BASEMENT LEVEL)

BYPASS PIPING FOR WEST WET WELLISOLATION (CONCEPTUAL

ARRANGEMENT). SEE EAST WET WELLISOLATION PLAN (THIS SHEET) FOR

LAYOUT OF PIPING

EX. SLUICEGATE (TYP.)

WEST WETWELL

EAST WETWELL

EX. OVERFLOW TOWET WELL (TYP.)

THORNTON PARK PUMPSTATION

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M-100

CITY OF VANCOUVER THORNTON PARK PUMP STATIONMECHANICAL UPGRADES

SITE PLAN

165


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TEMPORARILY PLUG OUTLET FROMMANHOLE AND INSTALL

TEMPORARY SUBMERSIBLE PUMPSOR APPROVED ALTERNATE

Scale: 1:100

EAST WET WELL ISOLATION PLAN

TEMPORARILY PLUG OUTLET FROMMANHOLE AND INSTALLTEMPORARY SUBMERSIBLE PUMPSOR APPROVED ALTERNATE

EX. PUMP(TYP.)

#4#3#2#1

ACCESS TO BE MAINTAINED FORTRANSLINK PERSONNEL

.

Scale: NTS

TEMPORARY VENTILATION CONCEPTUAL ARRANGEMENT

PRIMARY EXHAUSTFAN

PRIMARY INTAKEFAN

SECONDARYEXHAUST FAN

EXHAUST INTAKE ABOVEHIGH WET WELL LEVEL

EXHAUST INTAKEINSTALLED AT LOW LEVELIN OCCUPIED WET WELL

FRESH AIR OUTLET INOCCUPIED WET WELL

3300 CFM 1500 CFM1500 CFM

PVC DUCT (TYP.)


300

40

400

15

700±

2560

50

150mm 6mm THICKNEOPRENE BONDED TOPERIMETER OF STEEL PIPE

125mm X 10mm THICKSTEEL FLAT BAR BEND ASSHOWN

125 x 10 mm THICK STAINLESSSTEEL FLAT BAR. BEND TO SUITO.D. OF PIPE PLUS NEOPRENE

DRILL 14mm Ø HOLE FOR 12mm Ø HEX.BOLT c/w NUT, SPRING AND FLATWASHER

150Ø STD SCH. SS PIPE TO SUIT

400mm X 300mm X 12mmSTAINLESS STEEL BASEPLATE

1

3

BILL OF MATERIALS

ITEM NO. REQ'D DESCRIPTION

1 3200Ø F X 250Ø PE SPOOL c/w REDUCER, W.N. FLANGE AND FLANGE ISOLATIONGASKET

2 3 250Ø MECHANICAL COUPLING c/w S.S NUTS AND BOLTS. REFER TO SPECIFICATIONS

3 3250Ø PE X 250Ø F SPOOL c/w LR 90° EL., W.N. FLANGE AND FLANGE ISOLATIONGASKET. INCLUDE 250Ø 22.5° EL. FOR PUMPS NO. 1 & 4 TO SUIT.

4 2FLYGT SR4620 MIXER PUMPS & ACCESSORIES. REFER TO SPECIFICATIONS. INSTALLON GUIDE RAILS AT PUMP #1 & #4

4

709

4200

PIPE SUPPORT (TYP. FOR 3). INSTALLABOVE EL. -1.23 m.SEEDETAIL

SS JOINT RESTRAINT HARNESS TO AWWA M11.PROVIDE 4 STAINLESS STEEL RODS 16Ø c/w SSNUTS AND BOLTS (TYP.FOR 3).

REMOVE EXISTING GUIDE BARSUPPORTS AND REPLACE AFTER

INSTALLATION OF DISCHARGE PIPING

RUN MIXER PUMP CABLESTHROUGH EXISTING PVC SLEEVE.REFER TO DRAWING M-102

359

MIN

.

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M-101


SECTIONS & DETAILS

165 X0


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X

LIFTING CABLE, SUPPORT CABLEAND POWER/MONITORING CABLE

A

-

-

2

16Ø SS EPOXY ANCHOR c/wSS NUT AND LOCK WASHER

250 Ø STAINLESS STEEL PIPE

2520

980

8550

2700

PROVIDE EXPLOSION PROOF JUNCTIONBOXES (2) FOR MIXER PUMP WIRINGTERMINATION c/w TERMINAL BLOCKS, EYSCONNECTIONS, AND EXPLOSION PROOFCABLE GLANDSSEEDETAIL

NOTE: ALL PIPING TO BE STD SCH. 316 L SS IN ACCORDANCE WITH SPECIFICATIONS. ONE FIELDWELD WILL BE ACCEPTED FOR EACH DISCHARGE SECTION BASED ON MEASUREDDIMENSIONS IN THE FIELD. IT IS EXPECTED THAT THE REMAINING PIPE WILL BE FABRICATEDAND WELDED IN FACTORY CONDITIONS

12Ø HOLE TO SUIT (UNDERSIDE)

B

M-102

Scale: 1:25

WET WELL SECTION1

M-100

Scale: 1:10

PIPE SUPPORT DETAILA

-

GENERAL NOTES - ALL SITES

1. CLEAN AND SCOUR THE WET WELLS PRIOR TO PIPING INSTALLATION.COMPLETE A VISUAL INSPECTION OF THE WET WELL STRUCTURE ANDPIPING AND PROVIDE PHOTO DOCUMENTATION TO THE CITY.

2. THE SEALING EFFECTIVENESS AND OPERATIONAL EASE OF USE OF ALLSLUICE GATES AND GATE VALVES IS NOT KNOWN. CONTRACTORS SHALLASSUME THAT LEAKAGE PUMPING WILL BE REQUIRED.

3. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL PROVIDE FULLLOCKOUT, CONFINED SPACE PROCEDURES, BYPASS PLAN, PEDESTRIANAND TRAFFIC MANAGEMENT PLANS, VENTILATION PLANS AND OTHERSUBMITTALS AS DETAILED IN THE SPECIFICATIONS

4. ELECTRICAL CONNECTIONS INSIDE THE PUMP STATIONS WILL BECOMPLETED BY THE CITY. CONTRACTOR SHALL SUPPLY ALL EQUIPMENTREQUIRED.

5. SITES SHALL BE RESTORED TO PRE-CONSTRUCTION CONDITIONS ORBETTER.

6. UNLESS NOTED, ALL PIPING AND HARDWARE SHALL BE STAINLESS STEEL


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M-102


MIXER PUMP WIRING PLAN & DETAILS

165 X0


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Scale: 1:25

MIXER PUMP WIRING PLAN

CORE 100Ø HOLE AT HIGH LEVELTHROUGH WALL TO CONTROL ROOM.CORE TO BE ADJACENT TO EXISTINGELECTRICAL PENETRATION ASDIRECTED BY CoV ELECTRICIAN

RUN MIXER PUMP WIRING THROUGHEX. PVC DUCT INTO SCRUBBERROOM. CONDUIT WILL BE SHAREDWITH TWO EXISTING LEVELCONTROL CABLES

ADD S.S. CABLE SUPPORT LOOP ANDCABLE STRAIN RELIEF IN LOCATIONACCESSIBLE FROM HATCH. (TYP. FOR 2)

REPLACE CONDUIT SUPPORTSTRAPS FOR EX. CABLECONDUIT (TYP. FOR 3)

SUPPLY AND INSTALL TWO (2) EXPLOSIONPROOF JUNCTION BOXES ON WEST WALLOF SCRUBBER ROOM FOR MIXER PUMPWIRING TERMINATION c/w TERMINALBLOCKS, EYS CONNECTIONS, ANDEXPLOSION PROOF CABLE GLANDS.LOCATIONS OF BOXES TO BECOORDINATED WITH CoV ELECTRICIAN

SOUTH WALL WEST WALL

SCRUBBER ROOM

JB-001 JB-002

CITY ELECTRICAL TO COMPLETECONDUIT INSTALLATION. LEAVETERMINATION AFTER EYS SEAL

SECURE POWER/COMM CABLE TO WALLAND RUN TO JUNCTION BOX USING ONEHOLE CONDUIT STRAPS FOR CABLING AT300mm INTERVALS(TYP.)

TO MIXERPUMPS

EX. PVC CONDUIT FOR LEVEL CABLES.RUN MIXER CABLES THROUGH CONDUIT

AND FILL WITH DUCT SEAL AFTERINSTALLATION

EX. JUNCTION BOXES

EX. CABLES TO PUMP (TYP.)Scale: NTS

MIXER PUMP POWER AND COMM CABINETSB

M-101

EXPLOSION PROOF JUNCTIONBOXESSEEDETAIL

B

-


Scale: 1:100

TERMINAL CENTRAL PUMP STATION PLAN

ST

. GE

OR

GE

ST

.

TERMINAL AVE.

EX. WET WELLHATCH

BYPASS PIPING ARRANGEMENT(CONCEPT)

TERMINAL CENTRAL PUMP STATION

ELECTRICAL CABLES FROM FLOW METER c/w CONCRETEJUNCTION BOX AT EXISTING CONDUIT. REMOVE ANDREPLACE LANDSCAPING INCLUDING SHRUBS ANDIRRIGATION AS REQUIRED TO FACILITATE CONSTRUCTIONSEEDETAIL

INSTALL POWER CABLE INEXISTING CONDUIT

INSTALL 450Ø FLOWMETER c/w FLANGEADAPTERS

2M-201

WET WELL

TIE-IN BYPASS PIPING TO EX. 250ØFLANGED BYPASS CONNECTION IN

CHAMBER. REFER TO SPECIFICATIONSFOR STAGED BYPASS PUMP STARTUP

PROCEDURE REQUIREMENTS

NOTES:

1. PROTECT SURROUNDING LANDSCAPE FEATURES DURINGCONSTRUCTION. CONTRACTOR SHALL RESTORE SITE TOPRE-CONSTRUCTION CONDITIONS OR BETTER AFTERDE-MOBILIZING FROM SITE.

2. CUT & RESTORE CONCRETE WALKWAY TO EDGES OF EXISTINGPANELS.

3. PROVIDE STREET USE PERMIT. REFER TO THE SPECIFICATIONS4. PROVIDE APPROVED SHORING PLAN PRIOR TO EXCAVATION

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M-200

CITY OF VANCOUVER TERMINAL CENTRAL PUMP STATIONMECHANICAL UPGRADES

SITE PLAN

165


SF

AS SHOWN

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EXTENTS OF CONSTRUCTIONFENCING (APPROX.)

E

M-201


UE

Scale: 1:25

FLOW METER PLAN

1 2

BILL OF MATERIALS

ITEMNO.

REQ'DDESCRIPTION

1 2FLANGED COUPLING ADAPTER (WEDGE ACTION RESTRAINED) c/w STAINLESS STEELRESTRAINT HARDWARE. ROMAC OR UNI-FLANGE RFCA OR APPROVED ALTERNATESUITABLE FOR DI PIPING

2 1 450Ø FLOW METER (REFER TO SPECIFICATIONS)

LINE EXCAVATION WITH WOVENGEOTEXTILE PRIOR TO

BACKFILLING. BACKFILL WITHPEA GRAVEL TO MMCD FINE

DRAIN ROCK SPECIFICATIONS.

REMOVE EX. 450Ø DI PIPING,COUPLINGS, AND TIE-RODS. CUTEXISTING DI PIPING TO SUIT ANDINSTALL RESTRAINED FLANGEADAPTER COUPLINGS

1650 ±

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M-201

CITY OF VANCOUVER TERMINAL CENTRAL PUMP STATION MECHANICAL UPGRADES

SECTIONS & DETAILS

165


SF

AS SHOWN

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AB

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INSTALL ELECTRICALCABLES FROM FLOWMETER TO JUNCTIONBOX

TOP VIEW

TO FLOW METER VAULT

TO STATION

SIDE VIEWFRONT VIEW

1650± CONFIRM DIMENSION IN FIELD

1020

720

720

300

Scale: 1:25

FLOW METER SECTION2

M-200

Scale: NTS

CONCRETE JUNCTION BOX DETAILE

M-200

EX. 250Ø FLANGEDCONNECTION FOR BYPASS

PUMPING

EX. GATE VALVE FORFORCEMAIN ISOLATION

SENSOR 2m EXTRA WIRECOILED INSIDE JB

1-53mm RPVC (SENSOR)(SENSOR SPECIFIC CABLE)

SENSOR CONTROL CABLE

EXPLOSION PROOFCABLE GLAND

300x300x150 EXPLOSIONPROOF JB JBC01

EX.40mm ECC (SENSOR) (SENSORSPECIFIC CABLE SUPPLIED WITH THESENSOR, LENGTH TO FIT APPLICATION)

EYS 90° FITTING

EX.40mm ECC (TOSTATION)

19mm CLEAR CRUSHDRAIN ROCK

SECURE JBC01 TO WALL OFCONCRETE JB

1-53mm RPVC (FLOWMETER)

CABLE GLAND

300x300x150 EXPLOSIONPROOF JB

EYS 90° FITTING

Scale: 1:25

EXISTING CHAMBERS AND PIPING CONFIGURATION2

M-200

REMOVE EX. 450Ø DICEMENT MORTARLINED PIPING

REMOVE EX. 450ØDRESSER STYLEMECHANICALCOUPLING (TYP.)

REMOVE EXISTING TIE-RODS.GROUT HOLES IN CONCRETEWALL AFTER REMOVAL. (TYP.)

1

1 2 1

*CONFIRM EXISTING PIPE MATERIAL PRIOR TOORDERING COUPLINGS*

CUT EXISTING DI PIPING AS REQUIRED TOINSTALL FLANGE ADAPTER. COAT BARE METALWITH DEVCON BRUSHABLE EPOXY REPAIRPAINT BEFORE INSTALLING COUPLINGS

CONFIRM PIPE MATERIALOUTSIDE OF EX.CHAMBERS (TYP. FOR 2)

*CONFIRM EXISTING PIPE MATERIALPRIOR TO ORDERING COUPLINGS*

RE-INSTATED CONCRETE SLAB TO BE 150mm THICK MIN. c/w BROOM FINISH TO MATCHEXISTING SURFACE. CONCRETE SHALL MEET

THE CITY OF VANCOUVER STREETRESTORATION MANUAL MIX DESIGN NO.

2828B SUITABLE FOR UN-REINFORCEDSIDEWALKS

400 ±400±

SAWCUT CONCRETE TO EDGE OFEXISTING PANELS


01:100

2m 2 4

(A1)

Scale: 1:100

CHARLESON PARK PUMP STATION SITE PLAN

PROPOSED BYPASS PIPINGTO BYPASS CHAMBER

INSTALL TEMPORARY SUBMERSIBLEPUMPS IN MANHOLE. REMOVE TOP IFREQUIRED TO INSTALL PUMPS.TEMPORARILY PLUG INLET MANHOLE

PULL CONTROL CABLES FROM MIXERPUMP. RE-USE EXISTING CONDUIT FROMWET WELL TO EXISTING PULL BOX.

MAINTAIN ACCESS FOROPERATIONS AND PARKSBOARD PERSONNEL

EXTENTS OF CONSTRUCTIONFENCING (TYP.)

3M-301

GENERAL NOTES

1. REFER TO SPECIFICATIONS FOR COMPLETE LIST OF PARTS REQUIRED FORINSTALLATION

2. SCOUR THE WET WELL CLEAN PRIOR TO INSTALLATION

CHARLESON PARK PUMPSTATION

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M-300

CITY OF VANCOUVER CHARLESON PARK PUMP STATION MECHANICAL UPGRADES

SITE PLAN

165 X0 X


SF

1:100

-

AB

-

WETWELL

REPLACE EXISTING FLOWMETER SEE DWG M-301

CLOSE EX. FORCEMAIN ISOLATION VALVETO REMOVE FLOW METER. NOTE THAT THESEALING EFFECTIVENESS OF THE VALVE ISNOT KNOWN.

5

M-301


1

BILL OF MATERIALS

ITEMNO.

REQ'DDESCRIPTION

1 1 BEARING BLOCK ASSEMBLY & LOWER GUIDE BAR ADAPTER

2 1 MIXER PUMP & SUPPORT ARM

3 2 50Ø MAST S/S 316 (GUIDERAIL)

4 1 WALL MOUNTED GUIDE BAR HOLDER & INTERMEDIATE GUIDE BAR ADAPTER

5 1 UPPER GUIDE BAR HOLDER AND ADAPTER

2

3

4

5

6000

MA

X.

3

Scale: NTS

TYPICAL MIXER PUMP INSTALLATION

X0 X

01:2000

40m 40 80

(A1)

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M-301

CITY OF VANCOUVER CHARLESON PARK PUMP STATIONMECHANICAL UPGRADES

SECTIONS & DETAILS

165


SF

AS SHOWN

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AB

-

PROVIDED BY XYLEMWATER SOLUTIONS

REMOVE EXISTING MIXER PUMP,MOUNTING HARDWARE AND GUIDERAILS AND RETURN TO CITY OFVANCOUVER FOR SPARE PARTS

INSTALL NEW MAST GUIDE RAILS,MOUNTING HARDWARE AND MIXERPUMP. MOUNTING HARDWARESHALL BE ATTACHED WITH S.S.HILTI EPOXY ANCHORS

MODIFY OR REPLACE EXISTING GRATINGPANELS TO CLEAR PROPOSED MIXERGUIDERAIL ASSEMBLY. LEAVE MIDDLE GRATINGSECTION OUT OF PLACE ON NEARBY CATWALKSO THAT MIXER PUMPS CAN BE RAISED ANDLOWERED WITHOUT ENTERING HINDRANCE.

INSTALL POWER CABLE IN EXISTINGCONDUIT. SECURE CABLE TO WALLWITH CABLE HANGERS ANDINSTALL CABLE STRAIN RELIEFHARDWARE TO MATCH CABLE DIA.

MIXER PUMP POWER,SUPPORT AND LIFTING CABLE

EX. 300Ø GALV. STEELPIPING

EX. UNI-FLANGE FLANGE ADAPTERS. REMOVETO FACILITATE INSTALLATION. WHEN

RE-INSTALLING USE CALIBRATED TORQUEWRENCH AND APPLY "LOCTITE" ON SET

SCREWS

EX. 50Ø DRAIN. DRAIN FORCEMAINTO WET WELL THROUGH FLOOR

DRAIN TO FACILITATE REMOVAL OFTHE FLOW METER

REPLACE EX. 300Ø FLOWMETER

PRESSURE WASH INTERIOR OF FLOWMETER CHAMBER AND EXTERIOR OF

PIPING ONCE FLOW METER HAS BEENREMOVED ENSURE THAT EXISTINGELECTRICAL CONDUIT FROM FLOWMETER CHAMBER IS PLUGGED AND

REMAINS DRY DURING REPLACEMENT

Scale: 1:25

WET WELL SECTION3

M-300

Scale: 1:10

GRATING MODIFICATION PLAN4

-

MODIFY EXISTING GRATING TOCLEAR PROPOSED MIXER PUMPSEEDETAIL

4

-

Scale: 1:25

FLOW METER CHAMBER SECTION5

M-300

REMOVE CONCRETE MANHOLE LID TO PROVIDEIMPROVED ACCESS FOR CREWS. CONFINEDSPACE ENTRY PROCEDURES MUST BE FOLLOWEDWHILE WORKING INSIDE OF THE FLOW METERCHAMBER.

REMOVE EXISTING PAVERS TOFACILITATE LID REMOVAL. REPLACEPAVERS ONCE WORK IS COMPLETE

2.5

m ±

CLOSE EXISTING GATE VALVE TOISOLATE FLOW METER CHAMBER ONCEBYPASS SYSTEM HAS BEEN SET UP.

EXISTING GRATING PANELS (TYP.)

EXISTING RAILING (TYP.)

1200

525± 375±

EDGE OF MODIFIED GRATINGPANEL. DIMENSIONS TO BECONFIRMED IN THE FIELD. (TYP.)

EDGE OF EXISTINGPANEL (TYP.)

9.5

m


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CITY OF VANCOUVER THORNTON PARK PUMP STATION …