HARRIS PAGE & ASSOCIATES - Strathfield Council · harris page & associates strathfield golf club...

HARRIS PAGE & ASSOCIATES

STRATHFIELD GOLF CLUB

WEEROONA ROAD

STRATHFIELD NSW 2135

DA SUBMISSION ISSUE

HYDRAULIC SERVICES LEGEND

DWG No. Scale

Drawing Title

SW-00 NTSCOVER SHEET, LEGEND & DRAWING SCHEDULE

SW-01 1:500 SITE LOCATION PLAN

SW-02 1:250

SW-03

DETAIL SHEET

SW-05

1:250 LOWER GROUND FLOOR PLAN

1:250 GROUND FLOOR PLAN

NOTE:

THIS IS A STANDARD LEGEND. ALL SYMBOLS

MAY NOT NECESSARILY BE USED IN THESE

DRAWINGS.

1. DRAWINGS ARE DIAGRAMMATIC ONLY AND HAVE BEEN PREPARED FOR THE

PURPOSE OF INDICATING THE DESIGN INTENT AND SCOPE OF WORKS OF THE

HYDRAULIC SERVICES.

2. IT IS THE RESPONSIBILITY OF THE BUILDER AND/OR PLUMBING SUBCONTRACTOR

TO INVESTIGATE AND COORDINATE BEFORE AND DURING THE CONSTRUCTION

PHASE ALL EXISTING SERVICES WHICH WILL EFFECT THE INSTALLATION OF THESE

SERVICES.

3. HYDRAULIC DRAWINGS ARE TO BE READ IN CONJUNCTION WITH THE HYDRAULIC

SERVICES SPECIFICATION AND WITH RELEVANT ARCHITECTURAL, STRUCTURAL,

MECHANICAL AND ELECTRICAL DRAWINGS.

4. ALL WORK TO BE CARRIED OUT IN ACCORDANCE WITH THE RELEVANT CODES AND

AUSTRALIAN STANDARDS.

5. POSITION AND LEVELS OF AUTHORITIES MAINS AND/OR EXISTING SERVICES ARE

INDICATIVE ONLY AND ARE TO BE CHECKED PRIOR TO COMMENCING ANY WORK.

6. DO NOT SCALE FROM THIS DRAWING, REFER TO ARCHITECTURAL DRAWINGS FOR

DIMENSION SETOUT.

CONTINUED ON DWG

PENETRATION

SERVICE

DIRECTION OF FLOW

SIZE

CHECK VALVE (WATER SERVICE)

REFLUX VALVE (DRAINAGE)

OVERFLOW RELIEF GULLY/YARD GULLY

TUNDISH

DIRECTION OF FLOW IN PIPE

RISER

DROPPER

CAPPED OFF SERVICE

BOUNDARY TRAP

AIR ADMITTANCE VALVE

FLOOR WASTE

H04

CLEAR OUT

///

NP NP

e e e

e e

e e

e e

e

/

e

/

e e

e e e

eTW eTW

e e

e e

e e

X X

T T

VENT

NON POTABLE COLD WATER

COLD WATER

HOT WATER

GAS

STORMWATER

HOT WATER RETURN

SEWER

EXISTING COLD WATER

EXISTING HOT WATER

EXISTING STORMWATER

EXISTING SUBSOIL

EXISTING SEWER

EXISTING VENT

EXISTING GAS

EXISTING FIRE HYDRANT

EXISTING TELSTRA

EXISTING DELETE

FIRE HYDRANT

FIRE HOSE REEL

SPRINKLER LINE

EXISTING SPRINKLER

EXISTING FIRE HOSE REEL

EXISTING TRADE WASTE VENT

WARM WATER

SUB-SOIL

FIRE HYDRANT

ISOLATION VALVE

GAS BALL VALVE

STOP VALVE IN PATH BOX

GAS METER

GAS REGULATOR

FIRE HOSE REEL

DOWN PIPE

RAIN WATER OUTLET

STORMWATER PIT

T

THERMOSTATIC MIXING VALVE

(TMV)

WATER METER

RPZD

E E E E ELECTRICAL CONDUIT

BCA BUILDING CODE OF AUSTRALIA

BCWU BOILING CHILLED WATER UNIT

BT BOUNDARY TRAP

BV BALL VALVE

CD CONDENSATE DRAIN

CIC CAST IN COLUMN

CIS CAST IN SLAB

CL CEILING LEVEL

CO CLEAR OUT

CV CONTROL VALVE

CW COLD WATER

DIA Ø DIAMETER

DDO DISH DRAIN OUTLET

DTU DRAINAGE TURN UP

DWG DRAWING

EX EXISTING

ELEC ELECTRICAL

EXT EXTINGUISHER

FCR FOR CONTINUATION REFER

FH FIRE HYDRANT

FHR FIRE HOSE REEL

FW FLOOR WASTE

FW FLOORWASTE

GAS GAS SERVICE

GH GAS HEATER

GL GROUND LEVEL

GM GAS METER

GR GAS REGULATOR

HL HIGH LEVEL

HP HIGH POINT

IL INVERT

IO INSPECTION OPENING

IV ISOLATION VALVE

kPa KILOPASCAL

M METRE

MM MILLIMETRE

MIN MINIMUM

mJ MEGAJOULES

NG NATURAL GAS

NTS NOT TO SCALE

OD OUTSIDE DIAMETER

PG PRESSURE GAUGE

PVC POLYVINYL CHLORIDE

RL REDUCED LEVEL

RV REFLUX VALVE

RW RAINWATER

RWH RAINWATER HEAD

RWO RAINWATER OUTLET

SDP SIPHONIC DOWN PIPE

SL SURFACE LEVEL

SO SIPHONIC OUTLET

SMH SEWER MANHOLE

SPD SPREADER

SPR SPRINKLER

S/S STAINLESS STEEL

SSD SUB SOIL DRAINAGE

S-STW SIPHONIC STORMWATER

SV STOP VALVE

STW STORMWATER SERVICE

STWIP STORMWATER INSPECTION PIT

STWP STORMWATER PIT

TD TUNDISH

TTD TRAPPED TUNDISH

TR TRENCH GRATE

TYP TYPICAL

VCP VITRIFIED CLAY PIPE

VP VENT PIPE

X REDUNDANT / REMOVE

SW-06

1:250

NTS

SW-04

BASEMENT 1 PLAN

ROOF PLAN

SIPHONIC SYSTEM DETAIL SHEETSW-07NTS

SIPHONIC STORMWATER

ASW-00

NTS @ A1

HYDRAULIC SERVICES

COVER SHEET, LEGEND

& DRAWING SCHEDULE

27.08.15DA SUBMISSION ISSUEA

DATE

DRAWING TITLE

PROJECT

HYDRAULIC & FIRE CONSULTANTS

ABN 008 548 098

Level 2, 32 Carrington Street, Sydney NSW Australia 2000Telephone (02) 9262 1600 Fax (02) 9262 6385Email: [email protected]

PTY LIMITED

HYDRAULIC & FIRE SERVICES CONSULTANTS

ARCHITECT

CLIENT

DRAWN CHECKED No IN SET SCALE

5881

DC/EKAUG. 2015 DP

PROJECT No. DRAWING No. REVISION

ISSUE AMENDMENT DATE

COPYRIGHT OF HARRIS PAGE & ASSOCIATES

Pty Ltd. All rights reserved. This drawing may not be

re-produced or transmitted in any form , or by any

means in part or in whole without permission from

HARRIS PAGE & ASSOCIATES Pty Ltd. Figured

dimensions shall be taken in preference to scaling.

The contractor shall check all dimensions on

drawings and site before commencing work.

p 61 2 9364 9000 f 61 2 9571 7930 lower deck jones bay wharfsuite 123 / 26 - 32 pirrama road pyrmont nsw 2009 australia

a r c h i t e c t u r e

STRATHFIELD

GOLF CLUB


WEEROONA ROAD


UP

UP

UP

DP 1029128

7053

DP 48201

485

D P 1 1 0 8 4 5 8

570

D P 1 1 0 8 4 5 8

570

D P 1 1 0 8 4 5 8

570

D P 8 5 3 6 9 5

1

1

2

3

4

5

6

7

8

B

C

D

2

0

2

5

0

2

0

2

5

0

2

0

5

0

0

2

0

7

5

0

2

1

0

0

0

2

1

2

5

0

2

1

5

0

0

21750

2

1

7

5

0

2

1

7

5

0

22000

2

2

0

0

0

2

2

0

0

0

2

2

2

5

0

2

2

2

5

0

2

2

2

5

0

2

2

5

0

0

2

2

5

0

0

2

2

5

0

0

2

2

7

5

0

2

3

0

0

0

2

3

2

5

0

2

3

5

0

0

2

3

7

5

0

2

4

0

0

0

2

4

2

5

0

2

4

5

0

0

2

3

0

0

0

2

3

0

0

0

2

3

2

5

0

2

3

5

0

0

2

3

5

0

0

23500

23750

24000

24250

2

1

0

0

0

2

1

2

5

0

2

1

5

0

0

2

1

5

0

0

2

1

5

0

0

2

1

7

5

0

2

2

0

0

0

2

2

2

5

0

2

2

5

0

0

2

2

7

5

0

2

3

0

0

0

2

3

0

0

0

2

3

0

0

0

2

3

2

5

0

2

3

2

5

0

2

3

2

5

0

2

3

2

5

0

2

4

0

0

0

2

4

2

5

0

2

4

5

0

0

2

4

7

5

0

2

4

2

5

0

2

4

5

0

0

2

4

7

5

0

2

5

0

0

0

2

5

2

5

0

2

5

5

0

0

25750

2

6

0

0

0

2

6

2

5

0

2

6

5

0

0

2

4

2

5

0

2

4

5

0

0

2

4

7

5

0

25000

25250

25500

25750

26000

1

A

2 3 4 5 6 7 8 9 10 11 12 13 14 15

B

C

D

E

F

G

H

W

E

R

R

O

O

N

A

R

O

A

D

SU

BS

TA

TIO

N

28 MTS TURNING CIRCLE

FOR TRUCK DELIVERY

SOIL BINS

RL. 23.00

RL. 23.00

RL. 23.00

RL. 21.60

PROPOSED NEW CLUB HOUSE

ASW-01

1:500 @ A1

HYDRAULIC SERVICES

SITE LOCATION PLAN


DATE

DRAWING TITLE

PROJECT


ABN 008 548 098


PTY LIMITED


ARCHITECT

CLIENT


5881

DC/EKAUG. 2015 DP











SERVICES ON THIS

DRAWING ARE

SHOWN OUT OF THE

STRATA (UNLESS

NOTED OTHERWISE).



STRATHFIELD

GOLF CLUB


WEEROONA ROAD


UP

UP

UP

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

RL. 20.30

RL. 20.30

PLENUM

PLENUM

CARPARK

RL. 20.45

FOYER

FANROOM

SEWER PUMP OUT

PIT BELOW SLAB

PUMP OUT SUBSOIL

PIT BELOW SLAB

////////////////////////////

//

//

//

//

//

//

//

//

///////////////////////////

//

//

//

//

/

/

//

//

//

/

SWP

600 x 600

Ø100

STW Ø150

SWP

900 x 900

Ø100

DDO

DDO

S/S Ø100

DDO DDO DDO DDO

STW Ø150

S/S Ø100

SWP

900 x 900

Ø100

DDO DDO DDO

SWP

900 x 900

STW Ø150

DP

DP

DDO

S/S Ø100

DDO

DDO

SWP

600 x 600

STW Ø150STW Ø100

DP

DP

SWP

900 x 900

STW Ø150

DP

SWP

900 x 900

STW Ø150

DP

STW Ø100

DP

S/S Ø100

DDO

S/S Ø100

DDO

DDO

DDO

DDO

DP

S/S Ø100

DDO

STW Ø100

SWP

900 x 900

STW Ø150

STW Ø100

SWP

900 x 900

STW Ø150

DP

SWP

600 x 600

DP

STW Ø100

SWP

900 x 900

SWP

900 x 900

STW Ø150

SWP

600 x 600

STW Ø100

STW Ø150

STW Ø100

STW Ø100

SWP

900 x 900

STW Ø150

DDO

DDODDO DDO

S/S Ø100

DDO DDO

S/S Ø100

DDO DDO

S/S Ø100

DDO

200mm DISH DRAIN

WITH DISH DRAIN

OUTLETS

Ø100 SUB SOIL

DRAINAGE WRAPPED

WITH GEO TEXTILE

AND BLUE METAL

3000L STORMWATER PUMP OUT

STATION WITH DUAL PUMPS .

DUTY OF 24s @ 8MH

OIL AND SILT ARRESTOR

FROM HUMECEPTOR

MODEL STC -2


FROM HUMECEPTOR

MODEL STC -2

3000L STORMWATER

PUMP OUT STATION

WITH DUAL PUMPS .

DUTY OF 24s @ 8MH

2

2

5

0

0

2

2

7

5

0

2

3

0

0

0

2

3

2

5

0

2

3

5

0

0

2

3

7

5

0

2

4

0

0

0

A

B

C

D

E

F

G

H

RL. 21.60

RL. 21.60

REPAIRS ZONE

HOIST

GREENKEEPERSSHED

LOADING DOCK

DIS.

CHEMICAL

IRRIGATION

FERT

BOOT RM

MACHINE WASHDOWNBAY

RE-FUELINGBAY

RL. 21.60

GREASE ARRESTOR

UNDER SLAB

C/P

3000L STORMWATER PUMP OUT

STATION WITH DUAL PUMPS .

DUTY OF 24s @ 8MH

SW

RM

SWRM

//

//

//

//

//

//

//

//

CO

S/S Ø100

SWRM Ø65

S/S Ø100

////

S/S Ø100

S/S Ø100

CO

SWP

900 x 900

/

S/S Ø100

SWP

600 x 600

S

T

W

Ø

1

5

0

S

T

W

Ø

1

5

0

SWP

600 x 600

S

T

W

Ø

1

5

0

S

T

W

Ø

150


FROM HUMECEPTOR

MODEL STC -2

AT FOOTING PROVIDE

Ø100 SUBSOIL DRAINAGE

WRAPPED WITH GEO TEXTILE

AND BLUE METALS

300 x 300 GRATED

DRAIN WITH CLASS

'D' GRATE AND FRAME

ASW-02

1:250 @ A1

HYDRAULIC SERVICES

BASEMENT 1 PLAN


DATE

DRAWING TITLE

PROJECT


ABN 008 548 098


PTY LIMITED


ARCHITECT

CLIENT


5881

DC/EKAUG. 2015 DP





re-produced or transmitted in any form, or by any






SERVICES ON THIS

DRAWING ARE

SHOWN OUT OF THE

STRATA (UNLESS

NOTED OTHERWISE).



STRATHFIELD

GOLF CLUB


WEEROONA ROAD


LOWER GROUND BASEMENT

DN

UP

UP

UP

20750

21000

2

1

2

5

0

2

1

5

0

0

2

1

7

5

0

21750

2

1

7

5

0

2

2

0

0

0

22000

2

2

0

0

0

2

2

2

5

0

22250

2

2

2

5

0

2

2

5

0

0

2

2

5

0

0 2

2

5

0

0

2

2

7

5

0

2

3

0

0

0

2

3

2

5

0

2

3

5

0

0

2

3

7

5

0

2

4

0

0

0

2

3

0

0

0

2

3

0

0

0

2

3

2

5

0

2

3

5

0

0

2

3

5

0

0

23500

2

3

7

5

0

2

4

0

0

0

2

4

2

5

0

2

4

2

5

0

2

1

0

0

0

21250

2

1

5

0

0

2

1

7

5

0

2

2

0

0

0

2

2

2

5

0

2

2

5

0

0

2

2

7

5

0

2

3

0

0

0

2

3

0

0

0

2

3

0

0

0

2

3

2

5

0

2

3

2

5

0

2

3

2

5

0

2

3

2

5

0

1

A

2 3 4 5 6 7 8 9 10 11 12 13 14 15

B

C

D

E

F

G

H

RL. 21.60

RL. 21.60

RL. 23.00

RL. 23.00

RL. 23.00

RL. 23.00

RL. 23.00

REPAIRS ZONE

HOIST

PROSHOP

GREENKEEPERSSHED

BINS + WASHBAY

KEGCOOLROOM

LOADING DOCK

BATHROOMCHANGEROOM

STAFF ROOMOFFICE OFFICE

PREPARATION +COOKING

DRY STORE

DIS.

CHEMICAL

IRRIGATION

FERT

BOOT RM

CART STORE

18 m²HWH

FINISHEDCOOLROOM

UNALLOCATEDAREA

PLENUM

PLANT

SWITCHROOM

COMMS

MALEFEMALE

BUGGY STORE

UNDERCROFT

RISER

TEACHINGPOD 2

MACHINE WASHDOWNBAY

RE-FUELINGBAY

RL. 23.00

RL. 21.60

Room Room Room

Room

Room

TEACCHINGPOD 1 TEACHING

POD 3

TOILETSFEMALE

LOCKERAREA FEMALE

LOCKERAREA MALE

TOILETSMALE

FOYER

PREPARATIONKITCHEN

ENTRY+CIRCULATION

FAN ROOM LIFTPRO SPARE

RISER

ACC.

COLDWATERPUMP ROOM

SPRINKLERHYDRANT

PUMPSSPRINKLER

VALVE ROOMRedundant Room

STAIRSHYDRANT

TANKSPRINKLER

TANK

STORE

EXIT

EXIT

EXIT

EXIT

FHR

FHR

GREASE ARRESTOR

UNDER SLAB

EXIT

EXIT

GYM

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

A

B

C

D

E

F

G

H

SW-04

RWORWO

RWO

RWO

RWO

RWO

RWO

RWO

RWO

RWO

RWO

RWO

RWO TRUFLO

(TYPICAL)

RWO RWO

RWORWO

RWO RWO

RWORWO

RWO

RWO

RWO

RWO

RWO

RWO

RWO

RWO

RWO

RWO

SDP

D3

SDP

D1

SDP

D4

SDP

D2

STW

S

T

W

ST

W

SWRM

100

SWRM

100

S-STW

S-S

TW

RWO

RWO

RWO

ST

W

PBO

PBORWO

200x100

GRATED DRAIN

CLASS 'B'

DDODDODDODDODDODDODDODDO

200mm WIDE DISH DRAIN WITH

Ø100 OUTLETS AT INTERVALS

OF EVERY SECOND GRID LINE

1200x1200

SWP WITH

OPEN GRATE

STWØ150STWØ150

STWØ150

STWØ300

STWØ300

900x900

SWP

CONNECT TO CIVIL &

BIO RETENTION BASIN

STWØ300

STWØ300

STWØ150STWØ150

OVERFLOW

RWO

STWØ100

TERMINATE OVERFLOW RWO

PIPE OUTSIDE OF BUILDING

SW-04

STWØ225

1200x1200 SWP

S

T

W

Ø

3

7

5

CONNECT TO BIO RETENTION

BASIN @ CIVIL PIT No. 22

RWO

STWØ375

ASW-03

1:100 @ A1

HYDRAULIC SERVICES

LOWER GROUND FLOOR

PLAN

DATE

DRAWING TITLE

PROJECT


ABN 008 548 098


PTY LIMITED


ARCHITECT

CLIENT


5881

DC/EKAUG. 2015 DP





re-produced or transmitted in any form, or by any






SERVICES ON THIS

DRAWING ARE

SHOWN IN THE

STRATA (UNLESS

NOTED OTHERWISE).



STRATHFIELD

GOLF CLUB


WEEROONA ROAD



UP

20750

21000

2

1

2

5

0

2

1

5

0

0

2

1

7

5

0

21750

2

1

7

5

0

2

2

0

0

0

22000

2

2

0

0

0

2

2

2

5

0

22250

2

2

2

5

0

2

2

5

0

0

2

2

7

5

0

2

3

0

0

0

2

3

0

0

0

2

3

0

0

0

2

3

2

5

0

2

3

2

5

0

23250

2

3

5

0

0

2

3

5

0

0

2

3

5

0

0

2

3

7

5

0

2

4

0

0

0

2

1

0

0

0

21250

2

1

5

0

0

2

1

7

5

0

2

2

0

0

0

2

2

2

5

0

2

2

5

0

0

2

2

7

5

0

2

3

0

0

0

2

3

0

0

0

2

3

0

0

0

2

3

2

5

0

2

3

2

5

0

2

3

2

5

0

2

3

2

5

0

2

3

7

5

0

24000

2

4

0

0

0

2

4

0

0

0

24250

2

4

5

0

0

2

4

7

5

0

2

5

0

0

0

2

5

2

5

0

2

5

5

0

0

25750

1

A

2 3 4 5

6 7 8 9 10 11

12 13 14 15

B

C

D

E

F

G

H

RL. 26.85

RL. 26.85

RL. 26.85

RL. 26.45

RL. 26.45

RL. 26.85

RL. 26.45

FUNCTION 2

PLATE-UPKITCHEN

PLATE-UPKITCHEN

BAR

BAR

W E R R O O N A R O A D

FUNCTIONSTORE

FOYER

PRE-FUNCTION

INTERNALCOURTYARD

VOID

ALFRESCODINING

DINING

SERVERY

BAR/CAFE

GAMINGALFRESCO

GAMING

BUSINESSAREA

SPORTSLOUNGE

LOUNGE

CAFE

ADMIN

OFFICE OFFICE OFFICE

OFFICE

RECEPTION

PORTE COCHERE

DECK

DECK

DECK

DECK

CARPARKENTRY / EXIT

LOADING DOCKAND

GREENKEEPERSENTRY / EXIT

FUNCTION 3

FUNCTION 1

BRIDAL

MALEFEMALE

EN SUITE

RISER

DECK

DECK

CUTLERYSTAND

CRECHE

RISER LIFT

CHILLER &HOT WATER

PLANT

RL. 26.60

RL. 26.10

2.4m LOUVRED SCREENAROUND PLANT

FIRE HYDRANT, SPRINKLERBOOSTER, GAS AND WATERMETERS, GAS REGULATOR

RL. 26.70

RL. 26.55

RL. 26.45

RL. 26.50

RL. 26.70

RL. 24.95

RL. 26.45

2500

6 7 8 9 10 11

12 13 14 151 2 3 4 5

A

B

C

D

E

F

G

H

SO

SO

SO

SO

SOSOSO

SO

SO

SO

SO

SO

SO

SOSO

SO

SO

SO

SO

SO

SO

SO

SDP

D3

SDP

D1

SDP

D4

SDP

D2

RWO

RWO

RWO

RWO

RWO

RWO

RWO

RWO

RWO

STWØ225STWØ150@1%FALLSTWØ225 INGROUND

RWO RWO RWO

LOCATE & CONNECT

TO CIVIL SYSTEM

200x100 GRATED DRAIN WITH

CLASS 'D' GRATES & FRAMES

HEEL PROOF & ANTI SLIP TYPE

300x300 GRATED DRAIN WITH

CLASS 'D' GRATES & FRAMES

OUTLETS CONNECTED TO

CIVIL SERVICES

STWØ150

RWO

RWO

PBO

PBO

RWO

SUPERFLO

RWO

SUPERFLO

RWO

RWO

RWO

RWO

RWO TRUFLO

(TYPICAL)

OVERFLOW RWO

LOCATE @HP

RWO RWO

RWORWO

RWO RWO

RWORWO

RWO

RWO

RWO

RWO

RWO

RWO

RWO

RWO

RWO

RWO

ASW-04

1:100 @ A1

HYDRAULIC SERVICES

GROUND FLOOR PLAN

DATE

DRAWING TITLE

PROJECT


ABN 008 548 098


PTY LIMITED


ARCHITECT

CLIENT


5881

DC/EKAUG. 2015 DP











SERVICES ON THIS

DRAWING ARE

SHOWN IN THE

STRATA (UNLESS

NOTED OTHERWISE).



STRATHFIELD

GOLF CLUB


WEEROONA ROAD



1

A

2 3 4 5 6 7 8 9 10 11 12 13 14 15

B

C

D

E

F

G

H

RL. 31.35

RL. 33.75

RL. 31.75

RL. 32.33

8

°

5

°

10°

8°

1°

RL. 30.75

1°

A = 1060m²

Q = 70L/s

D

A = 440m²

Q = 29L/s

C

A = 395m²

Q = 26L/s

B

A = 825m²

Q = 55L/s

A

A = 515m²

Q = 21L/s

I

A = 250m²

Q = 16L/s

E

A = 72m²

Q = 5L/s

F

O/F 350x100O/F

350x100

O/F

200x50

SO

O/F

200x50

O/F

350x100

BOX GUTTER

600x200

BOX GUTTER

600x200

O/F

200x50

O/F

200x50

A = 42m²

Q = 3L/s

H

A = 75m²

Q = 5L/s

G

O/F

350x100

O/F

350x100

BOX GUTTER

600x200

O/F 200x50

O/F 200x50

O/F

300x100

O/F

300x60

SO

SO

SO

SOSOSOSOSO

SO

SO

SO

SO

SO SO

SO

NOTE

ALL ROOF/GUTTER OUTLETS

TO BE SIPHONIC OUTLETS (SO)

BOX GUTTER

600x200

SO

SO

SO

SO

SO

SO

O/F

200x50

ASW-05

1:100 @ A1

HYDRAULIC SERVICES

ROOF PLAN

DATE

DRAWING TITLE

PROJECT


ABN 008 548 098


PTY LIMITED


ARCHITECT

CLIENT


5881

DC/EKAUG. 2015 DP











SERVICES ON THIS

DRAWING ARE

SHOWN OUT OF THE

STRATA (UNLESS

NOTED OTHERWISE).



STRATHFIELD

GOLF CLUB


WEEROONA ROAD



1560

OUTLET

TREATMENT CHAMBER

EPOXY JOINT BY

INSTALLATION CONTRACTOR

EPOXY SUPPLIED BY HUMES

BY-PASS CHAMBER

TREATMENT CHAMBER

BASE UNIT

REFER TO HC-TCB12-P

MASTIC JOINT

REFER HC-12 JNT

1490

1640

SECTION

OIL SAMPLE PORT

100

INLET

1716

NOTE: STANDARD DROP INLET TO OUTLET IS 76mm

20

0

75

300

455

NOTE: DIMENSIONS NOMINATED

INDICATE FRAME SIZES ALLOW

CONSTRUCTION TOLERANCES

FOR OVERALL REBATE SIZE

PIPE SUPPORTED

FROM SLAB REFER

DETAIL

BEND CAST IN FOOTING

GATIC (LONGITUDINAL) CAST IRON TRENCH

GRATE & FRAME MODEL No. 321L3012D (CLASS D)

SUPPLIED & INSTALLED UNDER PLUMBING EARLY

WORKS CONTRACT

110 (HDPE) SWD

VA

RI.

TYPICAL DISH DRAIN CONNECTION DETAIL

NTS

D4

3,000L SUB-SOIL PUMPOUT DETAIL

NTS

D5

"HUMECEPTOR" OIL & SILT ARRESTOR DETAIL

NTS

D6

TYPICAL GRATED DRAIN CONNECTION DETAIL

NTS

D3

BOUNDING WALL OF PLANTER

PLANTER

PVC RISER

SCREW ON P.V.C INSPECTION CAP

AT SURFACE LEVEL

PVC FLOOR FLANGE

(GLUED) TO 100mm PIPE

FLUSH GRATE MODIFIED AND

CUT TO ALLOW 100mm PVC

PIPE TO SLOT IN

'SPS' TIA 100mm F2

CAST IRON BODY

TYPICAL PLANTER BOX OUTLET CONNECTION DETAIL

NTS

D2

260

260100

150

110

160

200

200

80

95

48

44 26

428

25 8.2

10.2

Specification code:

TIA * F2 (CI body, gal. CI flat grate & aluminum membrane ring)

TIB * F2 (CI body, bronze flat grate & bronze membrane ring)

SPS Truflo Flat Grate RWO

(With Membrane Clamping Ring)

Integral puddle

flange with

weep holes 4 x

places

AN.B.

D

BC

C

DE

N.B.

A

B

Membrane ring fastens to body

independently of grate to allow access

to sump without breaking membrane

seal (100 & 150 Truflo only).

F G

rate*

Flow

L/S

G

F

E

TYPICAL EXTERNAL RAINWATER CONNECTION DETAIL

NTS

D1

ASW-06

N.T.S. @ A1

HYDRAULIC SERVICES

DETAIL SHEET


DATE

DRAWING TITLE

PROJECT


ABN 008 548 098


PTY LIMITED


ARCHITECT

CLIENT


5881

DC/EKAUG. 2015 DP











SERVICES ON THIS

DRAWING ARE

SHOWN OUT OF THE

STRATA (UNLESS

NOTED OTHERWISE).



STRATHFIELD

GOLF CLUB


WEEROONA ROAD


DP1 AND DP2 SIPHONIC SYSTEM DETAIL

NTS

D7

Series 7+

S 48

14.0 l/s

0.15 m

Series 7+

S 51

14.0 l/s

0.15 m

Series 7+

S 62

14.0 l/s

0.15 m

S 47

110 mm

0.50 m

S 46

110 mm

1.00 m

S 39

160 mm

5.00 m

Series 7+

S 59

14.0 l/s

0.15 m

S 58

90 mm

0.50 m

S 50

110 mm

0.50 m

S 61

75 mm

0.50 m

S 60s40

75 mm

1.00 m

S 49s44

110 mm

1.00 m

S 40

160 mm

1.00 m

Series 7+

S 54

14.0 l/s

0.15 m

S 53

90 mm

0.50 m

S 52s43

90 mm

1.00 m

S 44

160 mm

9.50 m

S 43

160 mm

8.00 m

Series 7

S 15

7.0 l/s

0.10 m

S 14

75 mm

0.50 m

S 13

75 mm

1.50 m

S 5

200 mm

4.50 m

Series 7

S 18

5.0 l/s

0.10 m

Series 7

S 33

7.0 l/s

0.10 m

S 29

56 mm

0.50 m

S 35

40 mm

0.50 m

S 34s6

40 mm

3.50 m

S 32

56 mm

0.50 m

S 31s7

56 mm

3.50 m

S 24

110 mm

0.50 m

Series 7

S 21

7.0 l/s

0.10 m

S 20

56 mm

0.50 m

S 19s10

75 mm

1.50 m

S 6

200 mm

1.50 m

S 8

160 mm

1.00 m

S

7

2

0

0

m

m

8

.

0

0

m

S

1

0

1

2

5

m

m

7

.

5

0

m

S

9

1

6

0

m

m

7

.

5

0

m

S 17

56 mm

0.50 m

S 16s11

63 mm

1.00 m

S 12

90 mm

3.00 m

S

1

1

1

1

0

m

m

1

3

.

5

0

m

Series 7

S 30

5.0 l/s

0.10 m

Series 7

S 36

3.0 l/s

0.10 m

Series 7+

S 25

25.0 l/s

0.16 m

S

2

6

s

8

7

5

m

m

9

.

0

0

m

S

2

3

1

5

m

m

3

2

.

0

0

m

S

1

3

1

5

m

m

1

8

.

0

0

m

Stack A

129.0 l/s

2.3 m/s

S 38

200 mm

5.00 m

S

3

7

s

3

2

0

0

m

m

4

.

0

0

m

S

4

2

5

0

m

m

1

1

.

0

0

m

S

3

2

5

0

m

m

9

.

0

0

m

S 57

90 mm

0.50 m

S 42

160 mm

0.50 m

S 41

160 mm

0.50 m

S

4

5

1

2

5

m

m

9

.

5

0

m

S 56

90 mm

6.00 m

S 55s41

110 mm

5.00 m

S

2

8

5

6

m

m6

.

0

0

m

S

2

7

7

5

m

m5

.

0

0

m

S

2

3

1

1

0

m

m

3

.

0

0

m

S

2

2

s

9

1

2

5

m

m

3

.

0

0

m

S 22

200 mm

5.00 m

S 46

50 mm

0.50 m

S 50

75 mm

1.50 m

S 51

75 mm

0.50 m

Series 7

S 52

8.7 l/s

0.16 m

S 30

125 mm

1.00 m

S 31

75 mm

0.50 m

Series 7

S 32

13.8 l/s

0.15 m

S 33s28

110 mm

1.00 m

S 34

75 mm

0.50 m

S

2

9

1

2

5

m

m

8

.

5

0

m

S 36s27

90 mm

1.00 m

S 37

75 mm

0.50 m

S 40

75 mm

1.50 m

S 41

75 mm

0.50 m

S 28

160 mm

8.50 m

S 27

160 mm

6.00 m

S 39s25

90 mm

2.50 m

Series 7

S 35

13.8 l/s

0.15 m

Series 7

S 38

13.8 l/s

0.15 m

Series 7

S 42

13.8 l/s

0.15 m

S 53s48s43s23

75 mm

1.50 m

S 54

56 mm

0.50 m

Series 7

S 55

8.7 l/s

0.16 m

Series 7

S 47

8.7 l/s

0.16 m

S 17s7

75 mm

4.00 m

S 11

90 mm

1.00 m

S 12

75 mm

0.50 m

Series 7

S 13

9.7 l/s

0.15 m

S 14s9

90 mm

1.00 m

S 15

75 mm

0.50 m

Series 7

S 16

9.7 l/s

0.15 m

S 6

125 mm

5.00 m

S 10

110 mm

8.00 m

S 9

110 mm

4.67 m

S 18

75 mm

1.33 m

S 19

75 mm

0.50 m

Series 7

S 20

9.7 l/s

0.15 m

S 5

125 mm

3.00 m

S 4

125 mm

18.00 m

S 21s2

250 mm

3.00 m

Stack A

110.4 l/s

1.9 m/s

S 3

160 mm

3.00 m

S 26

160 mm

0.50 m

S 25

200 mm

7.00 m

S 43s23

200 mm

3.50 m

S 24

200 mm

0.50 m

S 23

200 mm

2.50 m

S 48s43s23

110 mm

4.00 m

S 49

90 mm

15.00 m

S

8

1

1

0

m

m

0

.

7

0

m

S

7

1

2

5

m

m

2

.

8

0

m

S

2

2

5

0

m

m

1

0

.

0

0

m

S

1

3

1

5

m

m

2

.

0

0

m

S 45

90 mm

15.00 m

S 44

110 mm

3.50 m

DP3 AND DP4 SIPHONIC SYSTEM DETAIL

NTS

D8

ASW-07

1:100 @ A1

HYDRAULIC SERVICES

DETAIL SHEET


DATE

DRAWING TITLE

PROJECT


ABN 008 548 098


PTY LIMITED


ARCHITECT

CLIENT


5881

DC/EKAUG. 2015 DP











SERVICES ON THIS

DRAWING ARE

SHOWN OUT OF THE

STRATA (UNLESS

NOTED OTHERWISE).



STRATHFIELD

GOLF CLUB


WEEROONA ROAD


HARRIS PAGE & ASSOCIATES - Strathfield Council · harris page & associates strathfield golf club...

Documents

Transcript of HARRIS PAGE & ASSOCIATES - Strathfield Council · harris page & associates strathfield golf club...