REV DATE DESCIPTION RVD

REVISIONS

Sydney Office—A / 64/23 Macmahon Street, Hurstville, NSWP / +61 401 200 104E / info@sydneystructural.com.auW/ www.sydneystructural.com.au

CLIENT ADDRESS DRAWN DESIGNEDDO NOT SCALE DRAWING, USEFIGURED DIMENSIONS ONLY. AT SIZEA1

SCALE

PROJECT No. DRAWING No. REV.CHECKED APPROVED

SSCE210611 A

1:10020 MYEE AVENUE, STRATHFIELD NSWSTATUS

ISSUED FOR DEVELOPMENT APPLICATION

PROJECT

PROPOSED RESIDENTIAL DWELLINGTITLEA 07/06/2021 ISSUED FOR DEVELOPMENT APPLICATION AK

AM JL

AE AKSYDNEY STRUCTURAL & CIVIL ENGINEERING PTY LTD

COVER SHEET D00

DRAWING TITLEDRAWING No.

D R A W I N G S C H E D U L E

D00

D01

D02

D03

D04

COVER SHEET

STORMWATER DRAINAGE PLAN - BASEMENT LEVEL

STORMWATER DRAINAGE PLAN - GROUND LEVEL

STORMWATER DETAILS SHEET 1

STORMWATER DETAILS SHEET 2

EROSION & SEDIMENT CONTROL

NOTES:

CONTRACTOR TO PROVIDE SILT FENCE/HAY BAIL BARRIERS TO THE

LOW SIDE OF ALL EXPOSED EARTH EXCAVATIONS (TYP).

ISOLATE EXISTING STORMWATER PITS WITH HAY BALES TO FILTER ALL

INCOMING FLOWS.

DO NOT STOCK PILE EXCAVATED MATERIAL ON THE ROAD WAY.

SURVEY

THE EXISTING SITE CONDITIONS SHOWN ON THE FOLLOWING

DRAWINGS HAVE BEEN INVESTIGATED BY OSUM SURVEYING P/L, BEING

REGISTERED SURVEYORS. THE INFORMATION IS SHOWN TO PROVIDE A

BASIS FOR DESIGN. SYDNEY STRUCTURAL DOES NOT GUARANTEE THE

ACCURACY OR COMPLETENESS OF THE SURVEY BASE OR ITS

SUITABILITY AS A BASIS FOR CONSTRUCTION DRAW.

SHOULD DISCREPANCIES BE ENCOUNTERED DURING CONSTRUCTION

BETWEEN THE SURVEY DATA AND ACTUAL FIELD DATA, CONTACT

SYDNEY STRUCTURAL.

ADOPT DATUM RL:14.63 (A.H.D) AS PER OSUM SURVEYING P/L.

REF210192 DE-01.DWG.

PROPOSED RESIDENTIAL DWELLING

AT 20 MYEE AVENUE, STRATHFIELD NSW

DRAINAGE NOTES:

ALL PIPES TO BE LAID ON 75mm SAND BED WITH THE BARRELS FULLY

SUPPORTED

100mm AND 150mm DIAMETER PIPES TO BE LAID ON MINIMUM 1% GRADE

MINIMUM DEPTH OF COVER FOR PIPES NOT SUBJECT TO VEHICULAR

LOADING TO BE 300mm

ALL DRAINAGE PIPES LAID UNDER PAVEMENT SHALL BE REINFORCED

CONCRETE WITH RUBBER RING JOINTS

BACKFILL TRENCHES WITH COMPACTED SAND OR APPROVED

AGGREGATE MATERIAL

ALL PITS TO HAVE 600x600mm INTERNAL DIMENSIONS (U.N.O.)

SILT ARRESTORS TO HAVE 900x900mm INTERNAL DIMENSIONS

HEAVY DUTY GRATES AND COVERS ARE TO BE PROVIDED IN

TRAFFICABLE AREAS

PIT GRATE TO BE TYPE WELDLOK OR APPROVED EQUIVALENT

ALL PITS SHALL BE PROVIDED WITH A LOCKING CLIP

ALL PITS SHALL BE MAINTAINED REGULARLY

TOP OF BENCHING SHALL BE TO THE HALF OF THE OUTLET PIPE

DIAMETER

MAXIMUM FRONT ENTRY PIPE:-

STRAIGHT ENTRY - Ø750

SKEW ENTRY 45° - Ø525

Ø100 SUBSOIL DRAINAGE PIPE 3000mm LONG WRAPPED IN FABRIC

SOCK TO BE PROVIDED ADJACENT TO INLET PIPES

COMPRESSIVE STRENGTH f'c FOR CAST IN SITU CONCRETE TO BE A

MINIMUM OF 20MPa AT 28 DAYS

PROVIDE CLEANING EYES TO ALL DOWNPIPES NOT DIRECTLY

CONNECTED TO PITS

ISOLATED JOINTS TO BE PROVIDED TO ISOLATE CONCRETE PAVEMENTS

FROM PITS

ALL TRENCH GRATES PROVIDED SHALL HAVE A MINIMUM CLEAR WIDTH

OF 200mm

STORMWATER DRAINAGE CONNECTIONS TO THE MAIN SYSTEM SHALL

BE TO THE REQUIREMENTS AND THE SATISFACTION OF LOCAL COUNCIL

STORMWATER PIPE

BEDDING/PAVING NOTES:

WHERE TRENCH BASE IS ROCK A MINIMUM OF 75mm BEDDING TO BE

PROVIDED UNDER PIPE COLLARS.

STORMWATER PIPE BEDDING DETAIL TO BE IN ACCORDANCE WITH

LOCAL COUNCIL REQUIREMENTS. BEDDING DETAILS TO BE CONFIRMED

UPON EXCAVATION & PRIOR TO INSTALLATION OF PIPEWORK.

FOOTPATH REINSTATEMENT

NOTES:

REMOVE ALL SAND FILL WITHIN THE FOOTPATH AREA TO THE EXISTING

SUBGRADE.

SUPPORT ALL AUTHORITY SERVICES TO STRUCTURAL ENGINEERS

DETAILS DURING EXCAVATION.

REINSTATE FOOTPATH SUBGRADE.

THE CONTRACTOR SHALL PROVIDE CERTIFICATION OF COMPACTION

FROM A NATA REGISTERED TESTING AUTHORITY. MINIMUM THREE

TESTS PER LAYER AS FOLLOWS:

SELECT FILL 95% MODIFIED

SELECT FILL (LESS THAN 300mm 98% MODIFIED BELOW BASE COURSE)

BASE COURSE 100% MODIFIED

REV DATE DESCIPTION RVD

REVISIONS

Sydney Office—A / 64/23 Macmahon Street, Hurstville, NSWP / +61 401 200 104E / info@sydneystructural.com.auW/ www.sydneystructural.com.au

CLIENT ADDRESS DRAWN DESIGNEDDO NOT SCALE DRAWING, USEFIGURED DIMENSIONS ONLY. AT SIZEA1

SCALE

PROJECT No. DRAWING No. REV.CHECKED APPROVED

SSCE210611 A

1:10020 MYEE AVENUE, STRATHFIELD NSWSTATUS

ISSUED FOR DEVELOPMENT APPLICATION

PROJECT

PROPOSED RESIDENTIAL DWELLINGTITLEA 07/06/2021 ISSUED FOR DEVELOPMENT APPLICATION AK

AM JL

AE AKSYDNEY STRUCTURAL & CIVIL ENGINEERING PTY LTD

D01STORMWATER DRAINAGE PLAN - BASEMENT LEVEL

DESIGN NOTES

· LGA = STRATHFIELD MUNICIPAL COUNCIL.

· SCOPE OF WORKS TO INCLUDE DEMOLITION OF

EXISTING DWELLING AND CONSTRUCTION OF

SINGLE RESIDENTIAL DWELLING.

· IN ACCORDANCE WITH COUNCIL GUIDELINES, OSD

IS NOT REQUIRED FOR THE PROPOSED

DEVELOPMENT.

· RAINWATER TANK AS PER BASIX SPECIFICATIONS.

PROPOSED 200mm

GRATED DRAIN

PUMP OUT PIT

AREA = 2.0 x 2.0 = 4.0m2

AV. DEPTH = 0.8m

VOLUME = 3.2m3

TWL RL 19.45

INSTALL 2 x SUBMERSIBLE PUMPS

EACH WITH A PUMP CAPACITY OF

10L/s @ 3.70m HEAD IN

ACCORDANCE WITH AS/NZS 3500.3.

Ø50mm PRESSURE PIPE

GYM

SERVICES/

STORAGE

DRIVE WAY

1:8

2000

1:8

2000

1:4

2000

LIFT

LIN

SPA

ROOM

SAUNA

ROOM

CINEMA

ROOM

BATH

4.7m x 1.9m

3.1m x 2.2m 1.6 m x 2.2m

3 m x 5.3m

1.2 m x 2.7m

BIN ROOM

SHOES

7m x 5m

MYE

E A

VEN

UE

Ø100 AGG LINE

Ø100 AGG LINE

SYMBOLS

PIT SURFACE LEVEL

INVERT LEVEL

TOP OF KERB

STORMWATER DRAINAGE PIPE

DOWNPIPE TO RAINWATER TANK

OVERFLOW PIPE FROM RAINWATER TANK

Ø100 SUBSOIL PIPE

RISING MAIN

FLOOR WASTE 150X150

FLOOR WASTE 150Ø

RAINWATER OUTLET 300Ø

DOWN PIPE

CLEAN OUT

INSPECTION OPENING

VERTICAL DROP

VERTICAL RISER

CONCRETE COVER JUNCTION PIT

GRATED INLET PIT

WIDE GRATED DRAIN

NOTES

1. ALL LINES ARE TO BE MIN. 100Ø UPVC @ MIN 1.0%

GRADE UNLESS NOTED OTHERWISE.

2. IT IS THE CONTRACTORS RESPONSIBILITY TO

LOCATE & LEVEL ALL EXISTING SERVICES PRIOR TO

THE COMMENCEMENT OF ANY EARTHWORKS. ALL

DESIGN LEVELS SHOWN ON PLAN SHALL BE

VERIFIED ON SITE PRIOR TO THE COMMENCEMENT

OF ANY WORK.

3. ALL PIPES TO HAVE MIN 200mm COVER IF LOCATED

WITHIN PROPERTY.

4. ALL PITS IN DRIVEWAYS BE HEAVY DUTY GRATES.

DIRECT SURFACE FLOW TO ALL GRATED SURFACE

INLET PITS.

5. ALL WORK DO BE DONE IN ACCORDANCE WITH AS/NZ

3500.3.2:1998 AND COUNCIL SPECIFICATIONS.

6. LOCATION OF DOWNPIPES & FLOOR WASTES ARE

INDICATIVE ONLY. DOWNPIPE & FLOOR WASTE SIZE,

LOCATION & QUANTITY TO BE DETERMINED BY

BUILDER & IN ACCORDANCE WITH RELEVANT

AUSTRALIAN STANDARDS.

7. THIS PLAN IS TO BE READ IN CONJUNCTION WITH

THE ARCHITECTURAL, LANDSCAPE AND

STRUCTURAL PLANS.

8. ANY DISCREPANCIES OR OMISSIONS SHALL BE

REFERRED TO THE DESIGN ENGINEER FOR

RESOLUTION.

9. ALL PITS OR GRATES IN TRAFFICABLE AREAS TO BE

HEAVY DUTY.

10. ALL GUTTERS WILL BE FITTED WITH LEAF GUARDS

AND SHOULD BE INSPECTED AND CLEANED TO

ENSURE LEAF LITTER CANNOT ENTER THE

DOWNPIPES

11. EXISTING STORMWATER DRAINAGE TO BE UTILISED

WHERE CONTRACTOR SEE FIT.

REV DATE DESCIPTION RVD

REVISIONS

Sydney Office—A / 64/23 Macmahon Street, Hurstville, NSWP / +61 401 200 104E / info@sydneystructural.com.auW/ www.sydneystructural.com.au

CLIENT ADDRESS DRAWN DESIGNEDDO NOT SCALE DRAWING, USEFIGURED DIMENSIONS ONLY. AT SIZEA1

SCALE

PROJECT No. DRAWING No. REV.CHECKED APPROVED

SSCE210611 A

1:10020 MYEE AVENUE, STRATHFIELD NSWSTATUS

ISSUED FOR DEVELOPMENT APPLICATION

PROJECT

PROPOSED RESIDENTIAL DWELLINGTITLEA 07/06/2021 ISSUED FOR DEVELOPMENT APPLICATION AK

AM JL

AE AKSYDNEY STRUCTURAL & CIVIL ENGINEERING PTY LTD

D01STORMWATER DRAINAGE PLAN - GROUND LEVEL

DESIGN NOTES

· LGA = STRATHFIELD MUNICIPAL COUNCIL.

· SCOPE OF WORKS TO INCLUDE DEMOLITION OF

EXISTING DWELLING AND CONSTRUCTION OF

SINGLE RESIDENTIAL DWELLING.

· IN ACCORDANCE WITH COUNCIL GUIDELINES, OSD

IS NOT REQUIRED FOR THE PROPOSED

DEVELOPMENT.

· RAINWATER TANK AS PER BASIX SPECIFICATIONS.

SYMBOLS

PIT SURFACE LEVEL

INVERT LEVEL

TOP OF KERB

STORMWATER DRAINAGE PIPE

DOWNPIPE TO RAINWATER TANK

OVERFLOW PIPE FROM RAINWATER TANK

Ø100 SUBSOIL PIPE

RISING MAIN

FLOOR WASTE 150X150

FLOOR WASTE 150Ø

RAINWATER OUTLET 300Ø

DOWN PIPE

CLEAN OUT

INSPECTION OPENING

VERTICAL DROP

VERTICAL RISER

CONCRETE COVER JUNCTION PIT

GRATED INLET PIT

WIDE GRATED DRAIN

NOTES

1. ALL LINES ARE TO BE MIN. 100Ø UPVC @ MIN 1.0%

GRADE UNLESS NOTED OTHERWISE.

2. IT IS THE CONTRACTORS RESPONSIBILITY TO

LOCATE & LEVEL ALL EXISTING SERVICES PRIOR TO

THE COMMENCEMENT OF ANY EARTHWORKS. ALL

DESIGN LEVELS SHOWN ON PLAN SHALL BE

VERIFIED ON SITE PRIOR TO THE COMMENCEMENT

OF ANY WORK.

3. ALL PIPES TO HAVE MIN 200mm COVER IF LOCATED

WITHIN PROPERTY.

4. ALL PITS IN DRIVEWAYS BE HEAVY DUTY GRATES.

DIRECT SURFACE FLOW TO ALL GRATED SURFACE

INLET PITS.

5. ALL WORK DO BE DONE IN ACCORDANCE WITH AS/NZ

3500.3.2:1998 AND COUNCIL SPECIFICATIONS.

6. LOCATION OF DOWNPIPES & FLOOR WASTES ARE

INDICATIVE ONLY. DOWNPIPE & FLOOR WASTE SIZE,

LOCATION & QUANTITY TO BE DETERMINED BY

BUILDER & IN ACCORDANCE WITH RELEVANT

AUSTRALIAN STANDARDS.

7. THIS PLAN IS TO BE READ IN CONJUNCTION WITH

THE ARCHITECTURAL, LANDSCAPE AND

STRUCTURAL PLANS.

8. ANY DISCREPANCIES OR OMISSIONS SHALL BE

REFERRED TO THE DESIGN ENGINEER FOR

RESOLUTION.

9. ALL PITS OR GRATES IN TRAFFICABLE AREAS TO BE

HEAVY DUTY.

10. ALL GUTTERS WILL BE FITTED WITH LEAF GUARDS

AND SHOULD BE INSPECTED AND CLEANED TO

ENSURE LEAF LITTER CANNOT ENTER THE

DOWNPIPES

11. EXISTING STORMWATER DRAINAGE TO BE UTILISED

WHERE CONTRACTOR SEE FIT.

PROPOSED RAINWATER TANK

TO BASIX SPECIFICATION.

RWT

9M

F

RO

NT

S

ET

BA

CK

1.5M SIDE SETBACK

STUDY

LOUNGE

FORMAL LIVING

BUTLERS

PAN

KITCHEN

ZEN GARDEN

BED

DINING

OUT DOOR DINING

DRIVE WAY

1:8

2000

LIFT

IN BUILT APPLIANCES

L'DRY/

LIN

F

LS

4m x 3.9m

4.1m x 3m

4.1m x 2.2m

4.1m x 2.2m

4.1m x 6m

5.4m x 2.4m

4.5m x 6.6m

POOL

WATER LEDGE

LOUNGER

F

BED 5

BATH

DOUBLE SIDED

FIRE PLACE

OUT DOOR

SITTING AREA

WITH FIRE PLACE

4m x 2m

3m x 3m

B.I.R

MUD

ROOM

ENS

POOL PUMP

EQUIPMENT

SPA

BALINESE

SHOWER

BM CUT IN KERBRL 21.48 AHD

CO

NC

RET

E KE

RB

& G

UTT

ER

T

E

L

S

T

R

A

2

1

.

8

0

S

M

H

2

1

.

8

7

T

K

2

1

.

5

8

V

K

C

2

1

.

5

5

T

K

2

1

.

5

2

T

K

2

1

.

4

8

T

K

2

1

.

4

4

V

K

C

2

1

.

5

6

H

Y

D

2

1

.

7

1

B

M

2

1

.

4

8

E

C

2

1

.

6

2

E

C

2

1

.

6

7

E

C2

1

.

7

3

E

C

2

1

.

7

9

E

C

2

1

.

8

9

E

C

2

1

.

8

7

E

C2

1

.

8

6

N

S2

1

.

6

4

N

S

2

1

.

7

1

N

S2

1

.

9

2

N

S

2

2

.

3

0

N

S2

2

.

2

3

N

S

2

2

.

1

5

N

S2

2

.

0

7

N

S

2

2

.

0

0

N

S

2

1

.

9

7

N

S

2

2

.

0

4

N

S2

1

.

8

2

N

S

2

1

.

7

9

N

S

2

1

.

8

4

N

S2

1

.

8

8 N

S2

2

.

0

2

N

S

2

2

.

0

4

N

S

2

1

.

9

7

N

S

2

1

.

8

6

N

S2

2

.

2

0

N

S

2

2

.

4

8

N

S2

2

.

2

8 N

S

2

3

.

1

0

N

S2

2

.

4

8

N

S

2

2

.

5

3

N

S2

2

.

5

8

N

S2

2

.

5

8

N

S

2

2

.

8

0

N

S

2

2

.

7

0

N

S

2

2

.

7

2

N

S2

1

.

8

5

N

S2

1

.

9

0

N

S2

1

.

9

7

N

S2

2

.

0

0

D

R

V

2

1

.

6

0

D

R

V

2

1

.

5

4

D

R

V

2

1

.

8

3

S

T

E

P

2

2

.

0

9

1 STOREYBRICK RESIDENCETILE ROOFRH 28.57

2 STOREYRENDERED RESIDENCETILE ROOFRH 30.33

MYE

E A

VEN

UE

90°25'00"50.29

358°35'00"

15.2

4

178°35'00"15.24

LOT 11DP 15955

LOT 13DP 15955

LOT 12DP 15955

SITE AREA771.4 sqm by DP

1 STOREYRENDERED GARAGETILE ROOFRH 26.75

TOP WIND24.21

TOP WIND24.48

TOP WIND27.77

TOP WIND27.84

TOP WIND24.47

TOP WIND24.45

TOP WIND24.85

TOP WIND24.85

TOP WIND24.84

270°25'00"50.29

(A)HYDRANT

0.4 D

5 H

5 S

SEWERMANHOLE

TELSTRA

CONCRETEDRIVEWAY

LAWN

CONCRETE CONCRETE

0.2 D

8 H

4 S

0.2 D

8 H

4 S

0.2 D

8 H

4 S

450x450 PIT

RL 22.00

IL 21.55

PROPOSED STORMWATER RUNOFF

TO DISCHARGE INTO K&G

IL ~21.50

450x450 PIT

RL 22.20

IL 21.75

PROPOSED POOL

DRAINAGE TO BE

DESIGNED BY OTHERS.

450x450 PIT

RL 22.20

IL 21.75

Ø100 uPVCØ100 uPVCØ100 uPVC

Ø150 uPVC Ø100 uPVC

Ø150 uPVC

PROPOSED DRIVEWAY

CREST OF RL 21.90 MIN.

REV DATE DESCIPTION RVD

REVISIONS

Sydney Office—A / 64/23 Macmahon Street, Hurstville, NSWP / +61 401 200 104E / info@sydneystructural.com.auW/ www.sydneystructural.com.au

CLIENT ADDRESS DRAWN DESIGNEDDO NOT SCALE DRAWING, USEFIGURED DIMENSIONS ONLY. AT SIZEA1

SCALE

PROJECT No. DRAWING No. REV.CHECKED APPROVED

SSCE210611 A

1:10020 MYEE AVENUE, STRATHFIELD NSWSTATUS

ISSUED FOR DEVELOPMENT APPLICATION

PROJECT

PROPOSED RESIDENTIAL DWELLINGTITLEA 07/06/2021 ISSUED FOR DEVELOPMENT APPLICATION AK

AM JL

AE AKSYDNEY STRUCTURAL & CIVIL ENGINEERING PTY LTD

STORMWATER DETAILS SHEET 1 D03

CONFINED SPACE

HEIG

HT 15

0mm

WIDTH 200mm

NO ENTRY WITHOUTCONFINED SPACE

TRAINING

PUMP OUT SYSTEMFAILURE IN BASEMENT

WHEN LIGHT IS FLASHINGAND SIREN SOUNDING

WARNING

REV DATE DESCIPTION RVD

REVISIONS

Sydney Office—A / 64/23 Macmahon Street, Hurstville, NSWP / +61 401 200 104E / info@sydneystructural.com.auW/ www.sydneystructural.com.au

CLIENT ADDRESS DRAWN DESIGNEDDO NOT SCALE DRAWING, USEFIGURED DIMENSIONS ONLY. AT SIZEA1

SCALE

PROJECT No. DRAWING No. REV.CHECKED APPROVED

SSCE210611 A

1:10020 MYEE AVENUE, STRATHFIELD NSWSTATUS

ISSUED FOR DEVELOPMENT APPLICATION

PROJECT

PROPOSED RESIDENTIAL DWELLINGTITLEA 07/06/2021 ISSUED FOR DEVELOPMENT APPLICATION AK

AM JL

AE AKSYDNEY STRUCTURAL & CIVIL ENGINEERING PTY LTD

D04STORMWATER DETAILS SHEET 2

TYPICAL CLEANING EYE DETAIL

SCALE NTS

STORMWATER PIT DETAIL

SCALE NTS

SCALE 1:10

MULTI PURPOSE FILTER SCREEN

TYPICAL RAINWATER TANK DETAIL

NOT TO SCALE

20

0

200

FINISHED LEVEL

HEAVY DUTY GALV.

STEEL GRATE

MINIMUM 1% GRADE

BASE FALL TO OUTLET

LIGHT DUTY AIR TIGHT

SCREW DOWN CAP

AS SHOWN

ON PLAN

100mm PVC

OUTLET PIPE

100mm PVC

INLET PIPE

SECTION

PLAN WITHOUT GRATE

BENCHING

CAP TO BE SECURED

WITH CONCRETE

SURROUND

uPVC PIPE DRAINAGE LINE

AT MIN 1.0% GRADE

FLOW

100mm PVC

INLET PIPE

LINE OF

WALL BELOW

100mm PVC

OUTLET PIPE

LINE OF REBATE

OVER FOR FRAME

SL82 FABRIC

STEEL

REINFORCEMENT

HEAVY DUTY GALV. STEEL

GRATE AND FRAME

REBATE

FOR FRAME

Ø100 'CHARGED'

P.V.C. INLET

ACCESS OPENING

CUT IN TOP OF TANK WITH

LIFTING HANDLE (TYP.)

MOSQUITO MESH

STRAINER TO INLET

SUMP (TYP)

RAINWATER STORAGE

Ø100 HIGH LEVEL

OVERFLOW OUTLET.

REMOVABLE TRIANGULAR

SCREEN HOT DIPPED GALV.

LYSAGHT MAXIMESH TYPE

RH3030 WITH HANDLE

SCREEN

MOUNTING

BRACKET

PIT WALL

GRATED TRENCH DRAIN DETAIL

SCALE 1:20