PROPOSED RESIDENTIAL SUBDIVISION CIVIL ......C2. CONCRETE STRENGTH TO BE GRADE 20, AS3600 (20MPA) THROUGHOUT UNLESS NOTED OTHERWISE. C3. EXPANSION JOINTS SHALL BE TOOL FINISHED AT

PROPOSED RESIDENTIAL SUBDIVISION

CIVIL ENGINEERING PLANS

FOR DEVELOPMENT APPLICATION

162 GUNTAWONG ROAD, RIVERSTONE

DANGER :

LOCATION OF ALL EXISTING UNDERGROUND SERVICES

SHOWN ARE APPROXIMATE AS TAKEN OFF DBYD INFO.

EXTREME CAUTION TO BE EXERCISED WHEN WORKING IN THE

VICINITY OF AND AROUND THESE SERVICES. PLEASE CALL THE

RELEVANT AUTHORITIES TWO DAYS PRIOR TO CONSTRUCTION

FOR A MORE EXACT LOCATION OF THE EXISTING SERVICES.

IT IS THE CONTRACTOR RESPONSIBILITY TO CONTACT

"DIAL BEFORE YOU DIG" OR PHONE 1100 FOR THE LOCATION

OF EXISTING PUBLIC UTILITIES, PRIOR TO EXCAVATION.

DISCLAIMER

ALL INFRASTRUCTURE INFORMATION (MAINS, SEWER, PIPES ETC.)

IS DERIVED FROM DIAL BEFORE YOU DIG RECORDS.

EVERY EFFORT WAS MADE TO ENSURE ACCURACY OF THESE

RECORDS WHEN COMPILED.

NO WARRANTY IS GIVEN TO CURRENCY OF DEPTHS AND LEVELS

DUE TO THE POSSIBILITY OF SUBSEQUENT ALTERATION OF LEVELS

THROUGH FILLING OR EXCAVATION. USERS OF THE INFORMATION IN THIS

DRAWING/DESIGN SHOULD TAKE ALL REASONABLE STEPS TO VERIFY THE

RELEVANT INFORMATION BEFORE COMMENCING EXCAVATING OR

CONSTRUCTION WORK.

AUSTRALIAN CONSULTING ENGINEERS TAKE NO RESPONSIBILITY FOR

APPARENT ERRORS OR INACCURACIES IN THE INFORMATION PROVIDED.

Architect Project

-1 0 1cm at full size 10cm 20cm

Scale


RESIDENTIAL SUBDIVISION


DEVELOPMENT APPLICATION

Issue Description Date Design Manager Project No.

Drawing Title

ScaleDwg. No. Issue

A1

[email protected]

A U S T R A L I A NC O N S U L T I N GE N G I N E E R S .

Certification By:

The Bathla Group

137 Gilba Road

Girraween Sydney NSW 2145

EMAIL : [email protected]

PHONE : 02 9688 4762

WEB : www.8squared.com.au

Council

Blacktown City Council

A

GENERAL NOTES, LOCALITY

C000N.T.S.

PLAN AND DRAWING SCHEDULE

DEVELOPMENT

SITE

LOCALITY PLAN

N.T.S

DRAWING SCHEDULE

DRG No. DESCRIPTION REV.

GENERAL

C000 LOCALITY PLAN & DRAWING SCHEDULE A

C001 GENERAL NOTES A

C002 EXISTING SERVICES AND DEMOLITION PLAN A

EROSION AND SEDIMENT

C100 EROSION AND SEDIMENT CONTROL PLAN SHEET 1 OF 2 A

C101 EROSION AND SEDIMENT CONTROL PLAN SHEET 2 OF 2 A

C102 EROSION AND SEDIMENT CONTROL DETAILS A

ROADS

C300 ROADWORKS AND DRAINAGE LAYOUT PLAN SHEET 1 OF 2 A

C301 ROADWORKS AND DRAINAGE LAYOUT PLAN SHEET 2 OF 2 A

C302 ROAD 1 LONGITUDINAL SECTION A

C303 ROAD 2 LONGITUDINAL SECTION A

C304 ROAD 3 LONGITUDINAL SECTION

C305 ROAD 1 CROSS SECTIONS SHEET 1 OF 2 A

C306 ROAD 1 CROSS SECTIONS SHEET 2 OF 2 A

C307 ROAD 2 CROSS SECTIONS A

C308 ROAD 3 CROSS SECTIONS

STORMWATER

C400 STORMWATER CATCHEMENT PLAN A

ISSUE FOR DEVELOPMENT APPLICATION 20/12/2019 M.M. J.B.A

ROADWORKS:

R1. FINAL PAVEMENT THICKNESS AND TESTING

REQUIREMENTS ARE TO BE IN ACCORDANCE WITH

R2. FILL AREAS:-

a) ALL ROAD AND FILL AREAS TO BE CLEARED OF

UNDERGROWTH AND GRASS, TOPSOIL TO BE

REMOVED AND STOCKPILED ON SITE FOR SPREADING

ON FOOTPATHS, BATTER AREAS, AND OTHER FILL

AREAS PRIOR TO COMPLETION.

b) ALL UNSUITABLE MATERIAL, AS DETERMINED BY

REPLACED BY SELECT MATERIAL EXCAVATED ON SITE.

c) ALL FILLING TO BE CONTROLLED AND INSPECTED BY

NATA REGISTERED LABORATORY IN ACCORDANCE

WITH COUNCIL'S SPECIFICATIONS, RELEVANT

AUSTRALIAN STANDARD AND BEST ACCEPTED

PRACTICE.

R3. ALL TESTING WORKS SHALL BE CONTROLLED AND

CERTIFIED BY NATA REGISTERED LABORATORY,

COPIES OF ALL TEST CERTIFICATES CLEARLY

INDICATING THE LOCATION OF EACH TEST AND

OF THE AREA TESTED ARE TO BE FORWARDED TO

COUNCIL.

R4. CONDUITS FOR ELECTRICITY AND TELECOM TO BE

PROVIDED AND PLACED AS REQUIRED.

R5. SERVICE CONDUITS TO BE:-

a) PLACED AS DIRECTED BY INTEGRAL ENERGY AND

AS REQUIRED BY COUNCIL.

b) LAID GENERALLY AS SPECIFIED BY EACH RELEVANT

AUTHORITY.

c) BACKFILLED WITH SHARP COURSE SAND.

d) EXTENDED MINIMUM 300mm BEHIND KERB.

e) LAID PRIOR TO PLACEMENT OF FINAL SURFACING.

R6. SUBSOIL DRAINS SHALL BE PROVIDED AS SHOWN

R7. BATTERS AND FOOTPATH TO BE TOP SOILED TO A

MINIMUM DEPTH OF 150mm.

FILLING AND SITE RE-GRADING

D1. DAMS TO BE STRIPPED OF TOPSOIL. ALL EXPOSED

SILT AND OTHER UNSUITABLE MATERIAL SHALL BE

REMOVED AND DISPOSED OF AS DIRECTED BY THE

ENGINEER.

D2. STRIPPED AREA TO BE COMPACTED TO A DEPTH

OF 200mm TO A DENSITY NOT LESS THAN 95%

STANDARD MAXIMUM DRY DENSITY. FILL MATERIAL IS

TO BE PLACED IN LAYERS NOT MORE THAN 250mm

THICK LOOSE MEASUREMENT, FOLLOWING

INSPECTION OF THE STRIPPED AREA BY THE

ENGINEER.

D3. INSPECTION AND TESTING OF FILLED LAYERS

SHALL BE CARRIED OUT BY QUALIFIED SOILS

PERSONNEL AND NATA REGISTERED SOILS

LABORATORY AS FOLLOWS:-

1. UPON CLEAN UP OF BASE AREA.

2. AT THE CONCLUSION OF PLACEMENT OF MAXIMUM

500mm OF COMPACTED FILL. (1 TEST PER 100M2).

3. ON COMPLETION OF THE WORKS.

D4. A FILL PLAN SHALL BE PREPARED IN ACCORDANCE

WITH DCP 41 AND SUBMITTED TO COUNCIL IN THE

FORM OF STANDARD DRAWING SD 133

CONCRETE - CULVERT STRUCTURES,

CYCLE PATHS, FOOTPATHS, ETC

C1. WORKMANSHIP AND MATERIALS TO CONFORM

WITH THE REQUIREMENTS OF AS3600, FORMWORK

TO BE IN ACCORDANCE WITH AS1509.

C2. CONCRETE STRENGTH TO BE GRADE 20, AS3600

(20MPA) THROUGHOUT UNLESS NOTED OTHERWISE.

C3. EXPANSION JOINTS SHALL BE TOOL FINISHED AT

6M INTERVALS IN ALL PATHWAYS AND DUmmY

JOINTS 10mm DEEP SHALL BE STRUCK AT 1.2M

INTERVALS.

C4. JOINT FILLER / SEALANT TO BE 10 THICK

C5. CRACK CONTROL JOINTS SHALL BE TOOL

FINISHED AT 4M INTERVALS BETWEEN EXPANSION

JOINTS, 20mm DEEP.

C6 PLACING: ALL CONCRETE SHALL BE

MECHANICALLY VIBRATED, VIBRATORS SHALL NOT

BE USED TO SPREAD CONCRETE.

C7. INSPECTION: CONCRETE SHALL NOT BE PLACED

UNTIL THE COMPLETED FALSEWORK, FORMWORK

AND REINFORCEMENT FIXING HAVE BEEN

INSPECTED AND APPROVED BY THE COUNCIL

ENGINEER.

SERVICES

SE1. WHERE EXISTING DRAINAGE, SEWERAGE AND

WATER SERVICES ARE TO BE RELOCATED A

OF THE LOCAL GOVERNMENT ACT IS REQUIRED

FROM COUNCIL PRIOR TO COmmENCEMENT OF

WORK.

SE3. ALL BURIED SERVICES TO EXISTING BUILDINGS

ARE TO BE DISCONNECTED AND REMOVED.

STORMWATER

S1. KERB INLET PITS TO CONFORM TO SD.5 AND AS

DETAILED

S2. JUNCTION PITS TO CONFORM TO SD.7.

S3. PIPES TO BE RUBBER RING JOINTED ON TYPE "H"

BEDDING WHICH COMPLIES WITH AS3725 (UNLESS

OTHERWISE NOTED).

S4. PROVIDE STEP IRONS ON ALL DRAINAGE PITS

DEEPER THAN 1.2m.

S5. BACKFILL TO ALL PIPES IN ROAD RESERVE TO

COMPLY WITH DEVELOPMENT CONTROL PLAN NO 41

SECTION C221.

S6. ONE HUNDRED (100) ARI OVERLAND FLOW PATHS

MUST BE FORMED AND SHOWN ON THE WORK AS

EXECUTED DRAWINGS.

S7. ALL INTERALLOTMENT DRAINAGE LINES THAT

WILL NOT BENEFIT COUNCIL ARE TO BE INSPECTED

AND CERTIFIED BY AN ENGINEER OR SURVEYOR IN

ACCORDANCE WITH CLAUSE D5.23 OF DCP 41.

S8. ALL PIPE JOINS IN PITS, HEADWALLS AND OTHER

DRAINAGE STRUCTURES ARE TO BE MORTARED TO

PREVENT INFILTRATION.

S9. ALL WORK DO BE DONE IN ACCORDANCE WITH

AS/NZ 3500.3.2:1998 AND COUNCIL SPECIFICATIONS.

S10. STORMWATER DESIGN CRITRIA

ROAD DRAINAGE -10YEAR ARI MINOR STORM

EVENT

-100YEAR ARI MAJOR STORM

EVENT

S11.SUBSOIL DRAINS ARE TO BE PROVIDED BEHIND

ALL KERBS AS DIRECTED.

S12. PIPES TO BE INSTALLED TO HS2 SUPPORT IN

ACCORDANCE WITH AS3752 IN ALL CASES BACKFILL

TRENCH WITH SAND TO 300mm ABOVE PIPE. WHERE

PIPE IS UNDER PAVEMENT BACKFILLS REMAINDER

OF TRENCH TO UNDERSIDE OF PAVEMENT WIITH

SAND OR APPROVED GRANULAR MATERIAL

COMPACETED IN 150mm LAYERS TO MINIMUM 98

STANDARD MAXIMUM DRY DENSITY IN ACCORDANCE

WITH AS 12895.2.1(OR DENSITY INDEX OF NOT LESS

THAN 75).

REGRASSING

RG1. ALL DISTURBED AREAS TO BE GRASSED (TURFED OR

SEEDED) WITHIN 7 DAYS OF WORK BEING COMPLETED IN

THAT AREA.

RG2. CHANNELS TO BE TOP SOILED TO A MINIMUM DEPTH

OF 150mm INCLUDING APPLICATION OF LIME, FERTILIZER

AND GRASS SEED.

RG3. TURF IS TO BE PLACED A MINIMUM 900mm WIDE

BEHIND ALL KERBS AND CONCRETE ROADWAYS.

SEWER

SW1. ALL WORKS ARE TO BE CARRIED OUT TO THE PUBLIC

WORKS DEPARTMENT, NSW AND COUNCIL DEVELOPMENT

CONTROL PLAN.

SW2. MANHOLE AND LAMPHOLE CONSTRUCTION TO

CONFORM TO PUBLIC WORKS DEPARTMENT STANDARD

DRAWINGS ST 500B AND ST 517C RESPECTIVELY, EXCEPT

DEVELOPMENT CODE.

SW3. ALL SERVICES ARE TO BE LOCATED BY RELEVANT

AUTHORITIES PRIOR TO COmmENCEMENT OF WORKS.

SW4. COUNCIL IS TO BE NOTIFIED 48 HOURS PRIOR TO

COmmENCEMENT OF WORKS AND FOR INSPECTIONS. SW5

JUNCTIONS AND SIDELINES ARE TO BE LEFT OPEN TO

ALLOW WORK AS EXECUTED INSPECTION TO BE CARRIED

OUT PRIOR TO BACKFILLING.

SW6. ALL WORK TO BE INSPECTED BY COUNCIL PRIOR TO

BACKFILLING.

SW7. SEWER JUNCTIONS TO BE MARKED WITH RED

POLYETHYLENE TAPE TIED TO THE JUNCTION AND A

HARDWOOD STAKE AT GROUND LEVEL.

SW8. RISER TO BE FITTED TO ALL SEWER JUNCTIONS AND

TERMINATED APPROXIMATELY 500mm BELOW SURFACE

WHERE DEPTH EXCEEDS 1.2M.

SW9. RELEVANT FEES TO BE PAID FOR COUNCIL TO

UNDERTAKE ANY JUNCTION CUT-INS ON EXISTING MAINS.

GENERAL NOTES:

1. ALL WORK TO BE CARRIED OUT IN

ACCORDANCE WITH BLACKTOWN CITY COUNCIL

ENGINEERING GUIDE FOR DEVELOPMENT, CIVIL

WORKS SPECIFICATIONS AND TO THE

SATISFACTION OF COUNCIL'S MANAGER,

ENGINEERING.

2. ALL EROSION AND SEDIMENTATION CONTROL

MEASURES ARE TO BE CARRIED OUT IN

ACCORDANCE WITH COUNCIL'S CODE OF

PRACTICE FOR EROSION AND SEDIMENTATION,

AND MUST BE IMPLEMENTED PRIOR TO THE

COMMENCEMENT OF ANY BUILDING OF CIVIL

WORKS. THE DEVELOPER IS RESPONSIBLE FOR

ONGOING MAINTENANCE OF EROSION AND

SILTATION CONTROL MEASURES.

3. ALL PUBLIC UTILITIES ARE TO BE CLEARLY

IDENTIFIED IN THE FIELD PRIOR TO ANY CIVIL

WORKS. COUNCIL ACCEPTS NO RESPONSIBILITY

FOR DAMAGE OR RELOCATION COSTS TO

UTILITIES DURING CONSTRUCTION. UTILITIES

ADJUSTMENT TO BE AT DEVELOPERS EXPENSE.

4. EXISTING SURFACE FITTINGS OF THE

SERVICES SHALL BE ADJUSTED AND NEW

REQUIRED WORKS TO BE UNDERTAKEN AS

NECESSARY TO THE REQUIREMENTS OF

RELEVANT AUTHORITY.

5. ALL SERVICES TO BE CHECKED FOR LEVEL

AND LOCATION PRIOR TO COMMENCEMENT OF

WORK.

6. RETAINED TREES TO BE FENCED WITH A 1.8m

HIGH CHAINWIRE LINK FENCE FULLY

SUPPORTED AT GRADE TO MINIMISE THE

DISTURBANCE TO EXIST. GROUND CONDITIONS

WITHIN THE CANOPY DRIP LINE. "TREE

PROTECTION ZONE" SIGNAGE TO BE ATTACHED

TO PROTECTIVE FENCING.

7. A MINIMUM OF 3m OF SUBSOIL LINE SHALL BE

LAID INTO UPSTREAM SIDE OF COUNCIL PITS.

8. PROVIDE STEP IRONS FOR ALL PITS DEEPER

THAN 1.2m TO COUNCIL'S SPECIFICATIONS.

9. 100 YEAR OVERLAND FLOW PATHS TO BE

FORMED AT TIME OF CONSTRUCTION TO

SATISFACTION OF SITE ENGINEER.

9. DRIVEWAY/LAYBACK TO HAVE MINIMUM 1.0m

CLEARANCE FROM POWER AND LIGHT POLES

AND STORMWATER DRAINS, AND 6m

CLEARANCE FROM KERB RETURN TANGENT

POINTS.

10. IT IS THE CONTRACTOR'S RESPONSIBILITY

TO ENSURE THAT ALL WORKS ARE CARRIED

OUT IN ACCORDANCE WITH THE OCCUPATIONAL

HEALTH AND SAFETY ACT 2000.

11. PERMISSION TO ENTER, CONSTRUCT WORKS

AND DISCHARGE STORMWATER ONTO

ADJOINING PROPERTIES IS TO BE OBTAINED

AND SUBMITTED TO COUNCIL PRIOR TO

COMMENCEMENT OF ANY WORKS.

12. ALL RECTIFICATION WORK ARISING FROM

INSUFFICIENT INFORMATION BEING SHOWN ON

THE SUBMITTED PLANS IS TO BE CARRIED OUT

TO THE ENGINEER'S SATISFACTION.

13. ALL REDUNDANT LINE MARKING SHALL BE

GRINDED OFF THE PAVEMENT AND PROPOSED

LINE MARKING SHALL BE REFLECTIVE WHITE

THERMOPLASTIC OR SIMILAR.

14. ALL WORKS SHALL HAVE SMOOTH

JUNCTIONS WITH EXISTING.

15. FILL IN EXCESS OF 300mmUPON LOTS SHALL

BE COMPACTED TO 95% STANDARD DRY

DENSITY RATIO (AS 1289 E4.1) AND STRIPPED

LEVELS TO BE RECORDED ON W.A.E. PLANS.

16. LOTS SHALL BE EVEN GRADED AT MINIMUM

1% TO PREVENT PONDING.

17. PAVEMENT DEPTH IS SUBJECT TO SOIL

TESTS. RESULTS AND DESIGNS SHALL BE

SUBMITTED TO COUNCIL FOR APPROVAL PRIOR

TO SUBGRADE INSPECTION.

18. VEHICULAR ACCESS AND ALL SERVICES TO

BE MAINTAINED AT ALL TIMES TO ADJOINING

PROPERTIES AFFECTED BY CONSTRUCTION

WORKS.

Architect Project


Scale






Drawing Title

Scale

Dwg. No. Issue

A1

[email protected]


Certification By:

The Bathla Group

137 Gilba Road



PHONE : 02 9688 4762


Council


NOTE:

ALL EXISTING SERVICES TO BE

ADJUSTED TO MATCH

PROPOSED SURFACE LEVELS.

A

GENERAL NOTES

C001N.T.S.


BENCHAMARK

NAIL IN BITUMEN

RL 62.00 A.H.D.

EXISTING

TELSTRA

EXISTING BIRD AVIARY

TO BE DEMOLISHED

EXISTING METAL GARAGE

TO BE DEMOLISHED

EXISTING PART DOUBLE STOREY

BRICK & CLAD RESIDENCE NO 162

TO BE DEMOLISHED

EXISTING DAM

TO BE REMOVED

EXISTING TRESS

TO BE REMOVED

EXISTING TRESS

TO BE REMOVED

EXISTING RETAINING

WALL TO BE DEMOLISHED

EXISTING GAS

EXISTING

WATER MAIN

EXISTING ROAD

CENTRE LINE

EXISTING SHED TO

BE DEMOLISHED

EXISTING METAL GARAGE

TO BE DEMOLISHED

EXISTING CONCRETE

DRIVEWAY TO BE DEMOLISHED

LOT BOUNDARY

GU

NT

AW

ON

RO

AD

LOT BOUNDARY

LO

T B

OU

ND

AR

Y

LO

T B

OU

ND

AR

Y

EXISTING

EASEMENT

EXISTING

EASEMENT

NOTE:

ALL EXISTING SERVICES TO BE

ADJUSTED TO MATCH

PROPOSED SURFACE LEVELS.

30 m20100

SCALE 1:500 @ A1

EXISTING SERVICES

C0021:500

AND DEMOLITION PLAN

Architect Project


Scale






Drawing Title

ScaleDwg. No. Issue

A1

[email protected]


Certification By:

The Bathla Group

137 Gilba Road



PHONE : 02 9688 4762


Council


A

EXISTING BUILDING

TO BE DEMOLISH

LOT BOUNDARY

EXISTING SERVICES

EXISTING CONTOUR

TREES TO BE REMOVED

EXISTING WATER MAIN

EXISTING TELSTRA

EXISTING GAS

EXISTING BITUMEN

TREES TO BE RETAINED

PROPOSED ROAD RESERVE


EXISTING EASEMENT

DP 162

LOT 1

DP 162

LOT 2

LO

T B

OU

ND

AR

Y

LOT BOUNDARY

LOT BOUNDARY

LOT BOUNDARY

162 -

GUNTAWONG

ROAD

LOT 50

DP 30186


C1001:250

CONTROL PLAN

SHEET 1 OF 2

SCALE 1:250 @ A1

0 4 8 12 m2 6 10

Architect Project


Scale






Drawing Title

ScaleDwg. No. Issue

A1

[email protected]


Certification By:

The Bathla Group

137 Gilba Road



PHONE : 02 9688 4762


Council


A

POSSIBLE LOCATION

FOR STOCKPILE

TEMPORARY SEDIMENT AND

DIVERSION FENCE REFER TO DETAIL

ON DRG No.ACE191601.CIV.DA.102

(SHOW OUTSIDE SITE FOR CLARITY)









POSSIBLE LOCATION

FOR STOCKPILE


EXISTING WATER MAIN

LEGEND



TEMPORARY STABILISED SITE EXIT

(WITH SHAKEDOWN) REFER TO DETAIL

55.00 EXISTING CONTOURS

DIRTY WATER DIVERSION SWALE

ROCK CHECK DAM

TEMPORARY FIELD INLET TRAP

REFER TO DETAIL

OVERLAND FLOW ARROWS

55.00

TEMPORARY INLET PROTECT FOR GULLY

REFER TO DETAIL

DESIGN CONTOURS

PROPOSED STORWATER DRAINAGE

LOT BOUNDARY

EXISTING EDGE OF BITUMEN

DENOTES -1.0 ; -0.5 (CUT)

DENOTES -0.5 ; -0.25 (CUT)

DENOTES -0.25 ; -0.0 (CUT)

DENOTES 0 ; 0.25 (FILL)

DENOTES 0.25 ; 0.5 (FILL)




PROPOSED INVERT OF KERB

EXISTING

EASEMENT

FUTURE INVERT OF KERB

FO

R C

ON

TIN

UA

TIO

N R

EF

ER

T

O S

HE

ET

C

301

RO

AD

2

RO

AD

3

ROAD 1

EXISTING EASEMENT

Ex. L

OT

B

OU

ND

AR

Y

CAP AND BURY FOR

FUTURE CONNECTION.

CAP AND BURY FOR

FUTURE CONNECTION.

DP 162

LOT 2

LO

T B

OU

ND

AR

Y

LOT BOUNDARY

DP 162

LOT 2


C1011:250

CONTROL PLAN

SHEET 2 OF 2

A

Architect Project


Scale






Drawing Title

ScaleDwg. No. Issue

A1

[email protected]


Certification By:

The Bathla Group

137 Gilba Road



PHONE : 02 9688 4762


Council






TEMPORARY STABILISED SITE EXIT(WITH

SHAKEDOWN) REFER TO DETAIL ON DRG

No. ACE191601.CIV.DA.102

EXISTING WATER MAIN

LEGEND



TEMPORARY STABILISED SITE EXIT

(WITH SHAKEDOWN) REFER TO DETAIL

55.00 EXISTING CONTOURS

DIRTY WATER DIVERSION SWALE

ROCK CHECK DAM

TEMPORARY FIELD INLET TRAP

REFER TO DETAIL

OVERLAND FLOW ARROWS

55.00

TEMPORARY INLET PROTECT FOR GULLY

REFER TO DETAIL

DESIGN CONTOURS

PROPOSED STORWATER DRAINAGE

LOT BOUNDARY


DENOTES 0 ; 0.25 (FILL)






PROPOSED INVERT OF KERB

EXISTING

EASEMENT

DENOTES -1.0 ; -0.5 (CUT)

DENOTES -0.5 ; -0.25 (CUT)

DENOTES -0.25 ; -0.0 (CUT)

EXISTING EASEMENT

GU

NT

AW

ON

G

ROAD 1

LO

T B

OU

ND

AR

Y

LOT BOUNDARY

RO

AD

BENCHAMARK

NAIL IN BITUMEN

RL 62.00 A.H.D.

LOT BOUNDARY





SCALE 1:250 @ A1

0 4 8 12 m2 6 10


C102N.T.S.

CONTROL DETAILS

Architect Project


Scale






Drawing Title

ScaleDwg. No. Issue

A1

[email protected]


Certification By:

The Bathla Group

137 Gilba Road



PHONE : 02 9688 4762


Council


A

EROSION AND SEDIMENT CONTROL NOTES

1. EROSION & SEDIMENT CONTROL (ESC) NOTES ARE TO BE READ IN CONJUNCTION WITH THE GENERAL AND

COORDINATION NOTES.

2. ALL ESC MEASURES SHALL BE IN ACCORDANCE CURRENT COUNCIL STANDARDS, DRAWINGS AND

SPECIFICATIONS U.N.O.

3. CONSTRUCTION OF ALL SEDIMENT CONTROL MANAGEMENT DEVICES SHALL BE TO THE SATISFACTION OF THE

SUPERINTENDENT. THE CONTRACTOR IS TO FOLLOW THE CONSTRUCTION PHASE AS OUTLINED:

3.A. CONSTRUCTION OF EROSION AND SEDIMENT DEVICES;

3.B. STRIPPING TOPSOIL;

3.C. BULK EARTHWORKS;

3.D. SERVICES, BUILDING, PAVEMENT AND ROAD CONSTRUCTION;

3.E. LANDSCAPED AREAS TO BE TOPSOILED, TURFED, MULCHED OR PLANTED.

4. THE CONTRACTOR IS TO PROVIDE A CONSTRUCTION TRAFFIC SHAKEDOWN DEVICE AT ALL RELEVANT POINTS

OF EXIT FROM THE SITE. THE CONTRACTOR SHALL CLEAN OUT AND MAINTAIN THE SHAKEDOWN DEVICE

REGULARLY TO ENSURE EFFICIENT OPERATION.

5. THE CONTRACTOR SHALL PROVIDE SILT FENCES IMMEDIATELY DOWNSTREAM OF ANY SOIL STOCKPILES.

6. BOTH TEMPORARY AND PERMANENT ESC MEASURES SHALL BE MAINTAINED AT A SUITABLE LEVEL/CONDITION

THROUGHOUT CONSTRUCTION TO THE SATISFACTION OF THE SUPERINTENDENT.

7. ALL TEMPORARY ESC MEASURES SHALL BE MAINTAINED AND FULLY OPERATIONAL DURING THE

CONSTRUCTION AND MAINTENANCE PERIOD, AND ARE TO BE REMOVED AFTER THE SATISFACTORY

COMPLETION OF AN 'OFF MAINTENANCE' INSPECTION BY THE SUPERINTENDENT.

8. ALL ESC MEASURES ARE TO BE INSPECTED AT LEAST DAILY, PRIOR TO EXPECTED RAINFALL AND AFTER

RAINFALL. ANY DAMAGE OR EXCESS EROSION/SEDIMENT IS TO BE REPAIRED/MANAGED AS REQUIRED TO

MAINTAIN CONTROL DEVICES.

9. ALL ESC MEASURES MUST SUIT THE PREVAILING CLIMATE/WEATHER CONDITIONS AT THE TIME OF

CONSTRUCTION.

10.THE CONTRACTOR IS TO ENSURE THE SUPPRESSION OF DUST AT ALL TIMES DURING THE CONSTRUCTION

AND MAINTENANCE PERIOD OF THE DEVELOPMENT. ENVIRONMENTAL HARM AND NUISANCE FROM DUST IS TO

BE PREVENTED. ACCEPTABLE METHODS INCLUDE:

10.A. WATERING;

10.B. PROMOTING VEGETATION IN WIND EROSION PRONE AREAS;

10.C. CONSTRUCTING WIND BREAKS;

10.D. MULCHING.

11.THE CONTRACTORS VEHICLES & PLANT SHALL NOT OPERATE OUTSIDE THE LIMITS OF THE IMMEDIATE

CONSTRUCTION AREA AND ARE RESTRICTED FROM CROSSING OR DISTURBING AREAS NOT SUBJECT TO

CONSTRUCTION.

12. ANY WATER TRAPPED WITHIN THE TEMPORARY SEDIMENT BASIN IS TO BE REGULARLY TESTED DURING THE

COURSE OF CONSTRUCTION. REFER WATER QUALITY MONITORING TABLE FOR DETAILS .

13. ALL DISTURBED GROUND IS TO BE GRASS SEEDED TO PREVENT EROSION IF THE DISTURBED GROUND IS TO

BE LEFT "OPEN" FOR A PERIOD OF GREATER THEN ONE (1) MONTH.

14.REFER DRAWING AS ACE191601.CIV.DA - 102 FOR EROSION AND SEDIMENT CONTROL DETAILS.

50 - 75mm GRAVEL

SHAKEDOWN DEVICE

RUNOFF FROM PAD

DIRECTED TO SEDIMENT TRAP

M

I

N

I

M

U

M

L

E

N

G

T

H

1

5

m

5

m

M

IN

IM

U

M

W

ID

T

H

N.T.S

PROPRIETARY SHAKE DOWN GRID AS

PER COUNCIL STD DETAIL SD31

GEOTEXTILE FABRIC

BIDUM U34 OF SIMILAR

BERM (100mm

MIN HEIGHT)

20

0m

m

N.T.S.

TEMOPORARY ROCK MOUND TO SURROUND

HEADWALL ALLOWING FOR SEDIMENT PUMP

OUT IF REQUIRED DURING CONSTRUCTION

OUTLET ROCK PROTECTION DETAIL ROCK CHECK DAM DETAIL

N.T.S.

15

0 M

IN

.

AT 50m INTERVALS U.N.O. AS SHOWN

WEIR

3.0m

CLEAN/DIRTY WATER DIVERSION SWALE DETAIL

FINAL SIZE AND LOCATION TO BE DETERMINED

ON SITE BY THE SUPERINTENDENT

EXISTING SURFACE

0.7m

N.T.S.

1 IN 2 MAX

TYPICAL DIVERSION BANK

EXISTING SURFACE

1.0m

0.5

m

1

:4

N.T.S.

SCOUR INLET PROTECTION INTO BASIN

1

:4

EXISTING SURFACE

DE

PT

H

WA

TE

R D

EP

TH

N.T.S.

MINIMUM GRADE 1in200. FINAL SIZE AND LOCATION

TO BE DETERMINED ON SITE BY THE SUPERINTENDENT

1

:4

DUMPED ROCK SCOUR

PROTECTION TO BASIN INLETS

D50 = 200mm

(400mm) THICKNESS

SEDIMENT BASIN CALCULATION

N.T.S.

EARTHWORKS NOTES

1. EARTHWORKS NOTES ARE TO BE READ IN CONJUNCTION WITH THE GENERAL AND COORDINATION

NOTES.

2. EARTHWORKS SHALL BE CARRIED OUT IN ACCORDANCE WITH PROCEDURES SET DOWN IN AS3798

'GUIDELINES ON EARTHWORKS FOR COMMERCIAL AND RESIDENTIAL DEVELOPMENTS'.

3. BULK EARTHWORKS INCLUDING CLEARING, FILLING AND TESTING, ARE TO BE CARRIED OUT IN

ACCORDANCE WITH THE CURRENT COUNCIL STANDARDS, DRAWINGS AND SPECIFICATIONS. COUNCIL

STANDARDS SUPERSEDE ANY NOTES OR SPECIFICATIONS WRITTEN ON THE DESIGN DRAWINGS.

4. BULK EARTHWORKS LEVELS SHALL BE DETERMINED RELATIVE TO THE FINISHED SURFACE LEVELS.

REFER ARCHITECTURAL DRAWINGS FOR SLAB LEVELS, TO THE STRUCTURAL ENGINEERS DRAWINGS FOR

BUILDING AND PATH SLAB THICKNESS AND TO THE CIVIL ENGINEERS DRAWINGS FOR EXTERNAL

FINISHED SURFACE LEVELS AND EXTERNAL PAVEMENT THICKNESSES

5. TOPSOIL SHALL BE STOCKPILED AS DIRECTED BY THE SUPERINTENDENT ON SITE.

6. PRIOR TO PLACEMENT OF ANY FILLING ALL TOPSOIL AND ORGANIC MATERIAL IS TO BE REMOVED AND

THE SUBGRADE SHALL BE UNIFORMLY COMPACTED TO THE MINIMUM DRY DENSITY RATIOS SHOWN IN

NOTE 10. ANY SOFT SPOTS REVEALED BY COMPACTION SHALL BE REMOVED AS DIRECTED BY THE

SUPERINTENDENT AND BACKFILLED WITH COMPACTED SELECT FILL.

7. MOISTURE CONTENT OF COMPACTED FILL SHOULD BE MAINTAINED WITHIN 2% OF OPTIMUM MOISTURE

CONTENT.

8. FILL SHALL BE COMPACTED IN MAXIMUM 200mm THICK LAYERS (LOOSE THICKNESS) TO THE FOLLOWING

MINIMUM DRY DENSITY RATIOS (STANDARD COMPACTION A.S.1289.5-1) .

8.A. UPPER 0.3m OF PAVEMENT SUBGRADE = 100%;

8.B. UNDER BUILDINGS = 98%;

8.C. GENERAL FILL = 95%.

9. ALL FILL MATERIAL PLACED ON THE SITE SHALL COMPRISE ONLY NATURAL EARTH AND ROCK, AND IS TO

BE FREE OF CONTAMINANTS (AS DEFINED BY SECTION 11 OF THE ENVIRONMENTAL PROTECTION ACT

1994), NOXIOUS, HAZARDOUS, DELETERIOUS AND ORGANIC MATERIALS. NO DEMOLITION MATERIAL IS TO

BE USED. SUITABLE FILL MATERIAL IS DEEMED TO COMPLY WITH THE REQUIREMENTS OF CLAUSE 4.3 OF

AS3798, 'GUIDELINES ON EARTHWORKS FOR COMMERCIAL AND RESIDENTIAL DEVELOPMENTS'.

10.IMPORTED FILL SHALL COMPLY WITH THE FOLLOWING:

10.A. SOAKED CBR = MINIMUM OF 15%;

10.B. LIQUID LIMIT = 30% MAX;

10.C. PLASTICITY INDEX = 15% MAX;

10.D. MAXIMUM AGGREGATE SIZE = 75mm;

10.E. PASSING 0.075mm SIEVE = 30% MAX;

10.F. SHRINK/SWELL INDEX = 1.0% MAX.

11.THE CONTRACTOR IS TO ENGAGE, AT THEIR EXPENSE, AN APPROVED NATA REGISTERED LABORATORY

TO CARRY OUT SITE CONTROL TO 'LEVEL 1' STANDARD AS SET OUT IN APPENDIX B OF AS3798-2007

'GUIDELINES ON EARTHWORKS FOR COMMERCIAL AND RESIDENTIAL DEVELOPMENTS' AND PROVIDE A

'LEVEL 1' REPORT ON COMPLETION OF EARTHWORKS.


6m SETBACK

2 BED

UAG08

STUDIO

UAG07

2B(ADPT)

UAG06

STUDIO

UAG05

1 BED

UAG09

2 BED

UAG03

2B(LIVABLE)

UAG01

POS

POS

POS

POS

2 BED

UAG04

POS

POS

POS

POS

POS

FFL 49.00

FFL 47.50

STUDIO

U704

2B(LIVABLE)

UB101

1 BED

UB102

1 BED

UB103

2 BED

UB104

1 BED

UB109

STUDIO

UB105

2 BED

UB106

STUDIO

UB107

2B(ADPT)

UB108

BALC

BALC

BALC

BALC

BALC

BALC

BALC

BALC

BALC

6m SETBACK

RL 47.50

RL 49.00

RL 49.00

RL 47.50

RL 47.50

RL 49.00

RL 49.00

RL 49.00

PLATFORM

LIFT

LIFT B

LIFT A

FS 2

FS 1

FFL 49.00

FFL 47.50

FFL 47.50

FFL 49.40

FFL 48.40

UP

UP

UP

UP

RL.46.50

RL.46.00

RL.45.50

RL.45.50

RL.46.00

RL.46.50

RL.46.50RL.47.00RL.47.50

RL.47.00

RL.46.50

4

6

.6

0

4

6

.4

0

4

6

.2

0

4

5

.8

0

4

5

.6

0

4

5

.

4

0

4

5

.

2

0

4

4

.

6

0

4

6

.0

0

4

5

.

0

0

4

6

.6

0

4

6

.4

0

4

6

.2

0

4

5

.8

0

4

5

.6

0

4

5

.

4

0

4

5

.

2

0

4

4

.

6

0

4

6

.0

0

4

5

.

0

0

12.0m

18.0m

9.0m

6.0m

18

.0

m

12

.0

m

12

.0

m

18

.0

m

3.0m

3.0

m3

.0

m

9.0m

6.0m3.0m

R

1

5

.

6

m

DP 162

LOT 2

162 -

GUNTAWONG

ROAD

LOT 50

DP 30186

ROADWORKS AND DRAINAGE

C3001:250

LAYOUT PLAN SHEET 1 OF 2

A

Architect Project


Scale






Drawing Title

ScaleDwg. No. Issue

A1

[email protected]


Certification By:

The Bathla Group

137 Gilba Road



PHONE : 02 9688 4762


Council


ROAD 1

LOT BOUNDARY

LO

T B

OU

ND

AR

Y

FO

R C

ON

TIN

UA

TIO

N R

EF

ER

T

O S

HE

ET

C

30

1

PROPOSED KERB AND GUTTER

TO COUNCIL SPECIFICATIONS.



PROPOSED ROAD

CENTRE LINE





PROPOSED ROAD

CENTRE LINE

LEGEND

FINISHED CONTOURS

PROPOSED KERB ONLY

PROPOSED ROAD CENTERLINE

PROPOSED STORMWATER DRAINAGE

32.0

PROPOSED ROAD PAVEMENT

LOT BOUNDARY

PROPOSED GULLY PIT

TREE TO BE RETRAINED

K&G

PROPOSED RAMP RAMP

PROPOSED STRUCTURAL NUMBERS

3

D

PROPOSED PRAM RAMP TO

COUNCIL SPECIFICATIONS.



PROPOSED 1.5m CONCRETE

FOOTPATH TO COUNCIL

SPECIFICATIONS.

PROPOSED 1.5m CONCRETE FOOTPATH



FOOTPATH TO COUNCIL

SPECIFICATIONS.



CAP AND BURY FOR

FUTURE CONNECTION.

PROPOSED INLET PIT

RO

AD

2

RO

AD

3

ROAD 1

LOT BOUNDARY

LOT BOUNDARY

1

2

1

3

1

4

1

5

1

7

2

4

1

4

1

3

2

2

1

2

FUTURE KERB AND GUTTER

PROPOSED TEMPORARY

HEADWALL TO DISCHARGE

INTO 166 GUNTAWONG ROAD


FUTURE ROAD TO BE

CONSTRUCTED BY OTHERS

FUTURE ROAD TO BE


Ex. L

OT

B

OU

ND

AR

Y

CAP AND BURY FOR

FUTURE CONNECTION.

1

1

1

6

REFER TO STORMWATER

PLAN FOR MORE DETAILS.

PROPOSED VEHICLE CROSSING

TO COUNCIL SPECIFICATION.

FOR MORE INFORMATION REGARDING

INTERNAL STORMWATER PLANS. REFER

TO STORMWATER PLANS PREPARED BY

AUSTRALIAN CONSULTING ENGINEERS.

PROVIDE 1 IN 3 BATTER OR

RETAINING WALL TO EXISTING.



PROPOSED PIT TO CAPTURE

EXTERNAL FLOWS.

PROPOSED PIT TO CAPTURE

EXTERNAL FLOWS.



3

2



FUTURE PRAM RAMP TO BE


PROPOSED RAMP RAMP

EXISTING EASEMENT

3

5

2

6

1

6

K&G

K&G

K&G

K&G

K&G

K&G

K&G

K&G

K&

G

K&

G

K&

G

K&

G

K&

GK

&G

SL: 48.00

IL: 46.90

SL: 47.90

IL: 46.50

SL: 47:40

IL: 46.00

SL: 43.60

IL: 43.40

SL: 44:20

IL: 43.75

SL: 44.60

IL: 43.35

SL: 44.60

IL: 43.20

SL: 43.00

IL: 43.00

SL: 44.20

IL: 43.75

SL: 44.60

IL: 43.60

SL: 45.60

IL: 44.32

SL: 47.20

IL: 46.00

SL: 48.80

IL: 47.40

SL: 45.40

IL: 44.17

SL: 51.65

IL: 51.00

SL: 47.40

IL: 46.80

SCALE 1:250 @ A1

0 4 8 12 m2 6 10

DP 162

LOT 2

18

.0

m

12

.0

m3

.0

m3

.0

m

DP 162

LOT 2

ROADWORKS AND DRAINAGE

C3011:250

LAYOUT PLAN SHEET 2 OF 2

A

Architect Project


Scale






Drawing Title

ScaleDwg. No. Issue

A1

[email protected]


Certification By:

The Bathla Group

137 Gilba Road



PHONE : 02 9688 4762


Council


FO

R C

ON

TIN

UA

TIO

N R

EF

ER

T

O S

HE

ET

C

30

0

GU

NT

AW

ON

G

ROAD 1

LO

T B

OU

ND

AR

Y

LOT BOUNDARY

RO

AD

BENCHAMARK

NAIL IN BITUMEN

RL 62.00 A.H.D.





PROPOSED ROAD

CENTRE LINE


EXISTING ROAD CENTRE LINE

SCALE 1:250 @ A1

0 4 8 12 m2 6 10


FOOTPATH TO COUNCIL

SPECIFICATIONS.







LOT BOUNDARY

4

5

2

6

2

5

3

5


ENSURE KERB RETURN TO TIE


ENSURE KERB RETURN TO TIE






LEGEND

FINISHED CONTOURS

PROPOSED KERB ONLY

PROPOSED ROAD CENTERLINE


32.0

PROPOSED ROAD PAVEMENT

LOT BOUNDARY

PROPOSED GULLY PIT

TREE TO BE RETRAINED

K&G

PROPOSED RAMP RAMP

PROPOSED STRUCTURAL NUMBERS

3

D

PROPOSED INLET PIT

FUTURE KERB AND GUTTER

PROPOSED RAMP RAMP

EXISTING EASEMENT

1

6

K&G

K&G

K&G

K&G

K&G

K&G

SL: 57.50

IL: 57.00

SL: 58.30

IL: 56.80

SL: 57.60

IL: 56.40

1

5

SL: 48.00

IL: 46.90

SL: 47.90

IL: 46.50

SL: 47:40

IL: 46.00

ROAD 1 - LONGITUDINAL SECTION

SCALE (H) 1:500

(V) 1:100

-3% -14.21% 4.31% 3%

VERTICAL GRADE (%)

06

2.3

66

2.1

22

7.3

16

2.1

46

2

8.6

62

.1

61

.9

99

25

61

.3

56

1.0

88

42

.3

16

0.1

15

9.8

06

50

59

.4

58

.5

34

75

56

.4

45

6.0

85

77

.3

15

6.1

15

5.7

44

10

05

2.8

95

1.9

25

10

4.3

15

2.2

75

1.3

9

12

54

9.7

34

9.1

24

12

9.3

14

9.2

94

8.7

82

15

04

7.6

94

7.2

57

15

4.3

14

7.4

64

7

17

54

6.4

14

6

19

7.1

14

5.2

94

5.3

06

20

04

5.1

64

5.1

75

22

1.2

74

4.6

24

5

22

2.1

14

4.6

24

5

22

4.1

44

.6

14

5

22

54

4.6

14

5

24

7.1

14

5.1

14

4.7

26

25

04

5.2

34

4.8

28

27

54

6.3

14

5.8

99

28

4.4

44

6.7

24

6.2

15

30

04

7.1

84

6.9

99

CHAINAGE

CONTROL LINE

PROPOSED LEVEL

CONTROL LINE

EXISTING LEVEL

DATUM R.L. 39.00

31

5.8

94

7.6

35

PR

OV

ID

E S

MO

OT

H C

ON

NE

CT

IO

N

TO

E

XIS

TIN

G S

UR

FA

CE

CONTROL LINE

EXISTING LEVEL

CONTROL LINE

DESIGN LEVEL

PR

OV

ID

E S

MO

OT

H C

ON

NE

CT

IO

N

TO

E

XIS

TIN

G S

UR

FA

CE

70m

50m

-5.05%

50m

ROAD 1

C302AS SHOWN

LONGITUDINAL SECTION

A

Architect Project


Scale






Drawing Title

ScaleDwg. No. Issue

A1

[email protected]


Certification By:

The Bathla Group

137 Gilba Road



PHONE : 02 9688 4762


Council



SCALE 1:20 @ A1

0 400 1200 mm800

HORIZONTAL SCALE

VERTICAL SCALE

SCALE 1:100 @ A1

0 2 4 6 m

PR

OV

ID

E S

MO

OT

H C

ON

NE

CT

IO

N

TO

E

XIS

TIN

G S

UR

FA

CE


SCALE (H) 1:100

(V) 1:20

7.72% 7.39%

VERTICAL GRADE (%)

-9

46

.1

66

04

6.8

84

6.9

32

25

48

.7

74

8.7

43

50

50

.6

15

0.5

32

51

50

.6

95

0.6

06

CHAINAGE

CONTROL LINE

PROPOSED LEVEL

CONTROL LINE

EXISTING LEVEL

DATUM R.L. 45.00

CONTROL LINE

EXISTING LEVEL

CONTROL LINE

DESIGN LEVEL

PR

OV

ID

E S

MO

OT

H C

ON

NE

CT

IO

N

TO

E

XIS

TIN

G S

UR

FA

CE

48

.5

50

.5

50

.4

22

66

.8

35

1.8

65

1.8

88

ROAD 2

C303AS SHOWN


A

Architect Project


Scale






Drawing Title

ScaleDwg. No. Issue

A1

[email protected]


Certification By:

The Bathla Group

137 Gilba Road



PHONE : 02 9688 4762


Council


SCALE 1:20 @ A1

0 400 1200 mm800

HORIZONTAL SCALE

VERTICAL SCALE

SCALE 1:100 @ A1

0 2 4 6 m



SCALE (H) 1:100

(V) 1:20

-3% 10.03%

VERTICAL GRADE (%)

04

4.6

24

5

8.8

44

4.3

54

5

16

.8

94

4.2

34

4.8

35

25

44

.3

64

5.0

9

26

.3

44

4.4

45

.1

75

43

.8

44

5.5

84

6

50

46

.2

46

.4

48

56

.8

64

6.8

94

6.9

41

CHAINAGE

CONTROL LINE

PROPOSED LEVEL

CONTROL LINE

EXISTING LEVEL

DATUM R.L. 42.00

PR

OV

ID

E S

MO

OT

H C

ON

NE

CT

IO

N

TO

E

XIS

TIN

G S

UR

FA

CE

PR

OV

ID

E S

MO

OT

H C

ON

NE

CT

IO

N

TO

E

XIS

TIN

G S

UR

FA

CE

CONTROL LINE

EXISTING LEVEL

CONTROL LINE

DESIGN LEVEL

35m

ROAD 3

C304AS SHOWN


A

Architect Project


Scale






Drawing Title

ScaleDwg. No. Issue

A1

[email protected]


Certification By:

The Bathla Group

137 Gilba Road



PHONE : 02 9688 4762


Council



SCALE 1:20 @ A1

0 400 1200 mm800

HORIZONTAL SCALE

VERTICAL SCALE

SCALE 1:100 @ A1

0 2 4 6 m

LO

T B

DY

1 IN 3

BATTERS

1 IN 3

BATTERS

1 IN 3

BATTERS

1 IN 3

BATTERS

1 IN 3

BATTERS

1 IN 3

BATTERS

1 IN 3

BATTERS

1 IN 3

BATTERS

1 IN 3

BATTERS

1 IN 3

BATTERS

1 IN 3

BATTERS

1 IN 3

BATTERS

EXISTING

SURFACE LEVEL

DESIGN

SURFACE LEVEL

EXISTING

SURFACE LEVEL

DESIGN

SURFACE LEVEL

EXISTING

SURFACE LEVEL

DESIGN

SURFACE LEVEL

EXISTING

SURFACE LEVEL

DESIGN

SURFACE LEVEL

EXISTING

SURFACE LEVEL

DESIGN

SURFACE LEVEL

EXISTING

SURFACE LEVEL

DESIGN

SURFACE LEVEL

(L

OT

4

9 D

P3

01

86

)

LO

T B

DY

(L

OT

2

)

LO

T B

DY

(L

OT

4

9 D

P3

01

86

)

LO

T B

DY

(L

OT

2

)

LO

T B

DY

(L

OT

49

D

P30

186

)

LO

T B

DY

(L

OT

2)

LO

T B

DY

(L

OT

4

9 D

P3

01

86

)

LO

T B

DY

(L

OT

2

)

LO

T B

DY

(L

OT

4

9 D

P3

01

86

)

LO

T B

DY

(L

OT

2

)

LO

T B

DY

(LO

T 4

9 D

P3

018

6)

LO

T B

DY

(LO

T 2

)

CH. 25.00

OFFSET

EXISTING

SURFACE LEVEL

DESIGN

SURFACE LEVEL

DATUM R.L.59.00

CH. 50.00

OFFSET

EXISTING

SURFACE LEVEL

DESIGN

SURFACE LEVEL

DATUM R.L.57.00

CH. 75.00

OFFSET

EXISTING

SURFACE LEVEL

DESIGN

SURFACE LEVEL

DATUM R.L.53.00

CH. 100.00

OFFSET

EXISTING

SURFACE LEVEL

DESIGN

SURFACE LEVEL

DATUM R.L.50.00

CH. 125.00

OFFSET

EXISTING

SURFACE LEVEL

DESIGN

SURFACE LEVEL

DATUM R.L.47.00

CH. 150.00

OFFSET

EXISTING

SURFACE LEVEL

DESIGN

SURFACE LEVEL

DATUM R.L.46.00

3

3

.

3

%

4%

2.5%

3%3%

2.5%

4% 3

3

.

3

%

-1

0.3

96

0.8

56

0.9

-8

.8

56

0.8

76

1.4

2

-7

.9

56

0.8

86

1.3

8

-6

.4

56

0.9

36

1.3

4

-5

.6

86

0.9

56

1.3

1

-5

.5

36

0.9

66

1.3

1

-5

.5

60

.9

66

1.1

6

-5

.0

56

0.9

86

1.2

06

1.0

96

1.3

5

5.0

56

16

1.2

5.5

61

61

.1

6

5.5

36

16

1.3

1

5.6

86

16

1.3

1

6.4

56

16

1.3

4

7.9

56

16

1.3

8

8.8

56

16

1.4

2

9.3

56

16

1.4

4

10

.5

46

16

1.0

4

3

3

.

3

%

4%2.5%

3%3%

2.5%

4%

3

3

.

3

%

-1

0.8

58

.7

95

8.8

1

-8

.8

55

8.6

95

9.4

6

-7

.9

55

8.6

25

9.4

2

-6

.4

55

8.5

65

9.3

9

-5

.6

85

8.5

55

9.3

5

-5

.5

35

8.5

65

9.3

5

-5

.5

58

.5

65

9.2

-5

.0

55

8.5

75

9.2

4

05

8.5

35

9.4

5.0

55

8.4

75

9.2

4

5.5

58

.4

65

9.2

5.5

35

8.4

65

9.3

5

5.6

85

8.4

65

9.3

5

6.4

55

8.4

75

9.3

9

7.9

55

8.4

15

9.4

2

8.8

55

8.4

25

9.4

6

9.3

55

8.4

45

9.4

8

12

.7

58

.5

75

8.3

6

3

3

.

3

%

4%2.5%

3%3%

2.5%

4%

3

3

.

3

%

-1

0.43

55.9

755

.9

7

-8

.8

55

5.9

856

.5

-7

.9

55

5.9

856

.4

6

-6

.4

55

5.9

656

.4

2

-5

.6

85

5.9

756

.3

9

-5

.5

35

5.9

756

.3

9

-5

.5

55.9

756

.2

4

-5

.0

55

5.9

756

.2

8

05

6.0

856

.4

4

5.0

55

5.9

56

.2

8

5.5

55.8

956

.2

4

5.5

35

5.8

956

.3

9

5.6

85

5.8

856

.3

9

6.4

55

5.8

356

.4

2

7.9

55

5.7

256

.4

6

8.8

55

5.6

556

.5

9.3

55

5.6

156

.5

2

13

.9

15

555

3

3

.

3

%

4%

2.5%

3%3%

2.5%

4%

3

3

.

3

%

-9

.7

55

2.5

75

2.6

5

-8

.8

55

2.5

15

2.9

5

-7

.9

55

2.4

55

2.9

1

-6

.4

55

2.2

85

2.8

8

-5

.6

85

2.2

15

2.8

5

-5

.5

35

2.2

52

.8

5

-5

.5

52

.2

52

.7

-5

.0

55

2.1

85

2.7

4

05

1.9

35

2.8

9

5.0

55

1.7

35

2.7

4

5.5

51

.7

15

2.7

5.5

35

1.7

52

.8

5

5.6

85

1.7

52

.8

5

6.4

55

1.6

65

2.8

8

7.9

55

1.5

95

2.9

1

8.8

55

1.5

55

2.9

5

9.3

55

1.5

35

2.9

7

14

.0

55

1.4

15

1.4

4%

2.5%

3%3%

2.5%

4%

3

3

.

3

%

-9

.3

74

9.6

49

.6

2

-8

.8

54

9.5

84

9.7

9

-7

.9

54

9.5

54

9.7

5

-6

.4

54

9.4

84

9.7

2

-5

.6

84

9.4

54

9.6

8

-5

.5

34

9.4

44

9.6

8

-5

.5

49

.4

44

9.5

3

-5

.0

54

9.4

24

9.5

7

04

9.1

24

9.7

3

5.0

54

94

9.5

7

5.5

49

49

.5

3

5.5

34

94

9.6

8

5.6

84

94

9.6

8

6.4

54

94

9.7

2

7.9

54

94

9.7

5

8.8

54

94

9.7

9

9.3

54

94

9.8

1

11

.7

84

94

9

4%

2.5%

3%3%

2.5%4%

-9

.2

44

7.8

847

.6

2

-8

.8

54

7.8

747

.7

6

-7

.9

54

7.8

247

.7

2

-6

.4

54

7.7

47

.6

8

-5

.6

84

7.6

447

.6

5

-5

.5

34

7.6

347

.6

5

-5

.5

47.6

347

.5

-5

.0

54

7.5

847

.5

4

04

7.2

647

.6

9

5.0

54

7.3

447

.5

4

5.5

47.3

747

.5

5.5

34

7.3

747

.6

5

5.6

84

7.3

847

.6

5

6.4

54

7.4

247

.6

8

7.9

54

7.5

47

.7

2

8.8

54

7.5

747

.7

6

9.3

54

7.6

147

.7

8

9.9

44

7.6

547

.5

8

K&

GK

&G

K&

G

K&

GK

&G

K&

G

K&

GK

&G

K&

G

K&

GK

&G

K&

G

RO

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ROAD 1

C3051:100

CROSS SECTIONS

SHEET 1 OF 2

A

Architect Project


Scale






Drawing Title

ScaleDwg. No. Issue

A1

[email protected]


Certification By:

The Bathla Group

137 Gilba Road



PHONE : 02 9688 4762


Council


SCALE 1:100 @ A1

0 2 4 6 m


1 IN 3

BATTERS

1 IN 3

BATTERS

1 IN 3

BATTERS

1 IN 3

BATTERS

1 IN 3

BATTERS

1 IN 3

BATTERS

1 IN 4

BATTERS

EXISTING

SURFACE LEVEL

DESIGN

SURFACE LEVEL

EXISTING

SURFACE LEVEL

DESIGN

SURFACE LEVEL

EXISTING

SURFACE LEVEL

DESIGN

SURFACE LEVEL

EXISTING

SURFACE LEVEL

DESIGN

SURFACE LEVEL

EXISTING

SURFACE LEVEL

DESIGN

SURFACE LEVEL

EXISTING

SURFACE LEVEL

DESIGN

SURFACE LEVEL

LO

T B

DY

(L

OT

4

9 D

P30

18

6)

LO

T B

DY

LO

T B

DY

(L

OT

4

9 D

P3

01

86

)

LO

T B

DY

LO

T B

DY

(L

OT

4

9 D

P3

01

86

)

(L

OT

2

)

(L

OT

2

)

LO

T B

DY

(L

OT

4

9 D

P3

01

86

)

LO

T B

DY

(L

OT

1

)

LO

T B

DY

(L

OT

4

9 D

P3

01

86

)

LO

T B

DY

(L

OT

1

)

LO

T B

DY

(LO

T 4

9 D

P3

018

6)

LO

T B

DY

(LO

T 1

)

CH. 200.00

OFFSET

EXISTING

SURFACE LEVEL

DESIGN

SURFACE LEVEL

DATUM R.L.43.00

CH. 225.00

OFFSET

EXISTING

SURFACE LEVEL

DESIGN

SURFACE LEVEL

DATUM R.L.42.00

CH. 250.00

OFFSET

EXISTING

SURFACE LEVEL

DESIGN

SURFACE LEVEL

DATUM R.L.42.00

CH. 275.00

OFFSET

EXISTING

SURFACE LEVEL

DESIGN

SURFACE LEVEL

DATUM R.L.43.00

CH. 300.00

OFFSET

EXISTING

SURFACE LEVEL

DESIGN

SURFACE LEVEL

DATUM R.L.44.00

CH. 175.00

OFFSET

EXISTING

SURFACE LEVEL

DESIGN

SURFACE LEVEL

DATUM R.L.44.00

3

3

.

3

%

4%

2.5%

3%3%

2.5%4%

3

3

.

3

%

-9

.7

44

54

4.9

2

-8

.8

54

54

5.2

2

-7

.9

54

54

5.1

8

-6

.4

54

5.2

44

5.1

5

-5

.6

84

5.2

54

5.1

1

-5

.5

34

5.2

54

5.1

1

-5

.5

45

.2

54

4.9

6

-5

.0

54

5.2

64

5

04

5.1

84

5.1

6

5.0

54

4.5

44

5

5.5

44

.5

14

4.9

6

5.5

34

4.5

14

5.1

1

5.6

84

4.5

45

.1

1

6.4

54

4.5

54

5.1

5

7.9

54

4.6

14

5.1

8

8.8

54

4.6

24

5.2

2

9.3

54

4.6

44

5.2

4

10

.9

24

4.7

94

4.7

1

3

3

.

3

%

4%

2.5%

3%

-1

1.9

74

443

.6

4

-8

.85

44

44

.6

8

-7

.95

44

44

.6

4

-6

.45

44

44

.6

-5

.68

44.3

44

.5

7

-5

.53

44.3

744

.5

7

-5

.5

44.3

944

.4

2

-5

.05

44.6

44

.4

6

04

544

.6

1

3

3

.

3

%

4%2.5%

3%3%

2.5%4%

-1

3.7

14

3.6

84

3.6

8

-8

.8

54

4.1

14

5.3

-7

.9

54

4.1

84

5.2

6

-6

.4

54

4.2

84

5.2

2

-5

.6

84

4.3

44

5.1

9

-5

.5

34

4.3

54

5.1

9

-5

.5

44

.3

64

5.0

4

-5

.0

54

4.3

94

5.0

8

04

4.8

34

5.2

3

5.0

54

5.2

64

5.0

8

5.5

45

.3

45

.0

4

5.5

34

5.3

45

.1

9

5.6

84

5.3

14

5.1

9

6.4

54

5.3

84

5.2

2

7.9

54

5.5

14

5.2

6

8.8

54

5.5

84

5.3

9.3

54

5.6

24

5.3

2

3

3

.

3

%

4%

2.5%

3%3%

2.5%

4%

-1

2.9

34

54

5.0

1

-8

.8

54

5.2

44

6.3

7

-7

.9

54

5.3

14

6.3

4

-6

.4

54

5.4

24

6.3

-5

.6

84

5.4

84

6.2

7

-5

.5

34

5.4

94

6.2

7

-5

.5

45

.4

94

6.1

2

-5

.0

54

5.5

34

6.1

6

04

5.9

46

.3

1

5.0

54

6.2

54

6.1

6

5.5

46

.2

94

6.1

2

5.5

34

6.2

94

6.2

7

5.6

84

6.3

46

.2

7

6.4

54

6.3

64

6.3

7.9

54

6.4

74

6.3

4

8.8

54

6.5

44

6.3

7

9.3

54

6.5

94

6.3

9

3

3

.

3

%

4%

2.5%

3%3%

2.5%4%

-1

2.4

64

6.0

546

.0

4

-8

.85

46.3

447

.2

5

-7

.95

46.4

147

.2

1

-6

.45

46.5

347

.1

7

-5

.68

46.5

947

.1

4

-5

.53

46.6

47

.1

4

-5

.5

46.6

146

.9

9

-5

.05

46.6

447

.0

3

04

747

.1

8

5.0

54

7.3

147

.0

3

5.5

47.3

446

.9

9

5.5

34

7.3

547

.1

4

5.6

84

7.3

647

.1

4

6.4

54

7.4

347

.1

7

7.9

54

7.5

547

.2

1

8.8

54

7.6

347

.2

5

9.3

54

7.6

747

.2

7

3

3

.

3

%

4%

2.5%

3%3%

2.5%4%

-9

.7

74

6.2

24

6.1

7

-8

.8

54

6.2

34

6.4

7

-7

.9

54

6.1

84

6.4

4

-6

.4

54

6.1

46

.4

-5

.6

84

6.0

64

6.3

7

-5

.5

34

6.0

54

6.3

7

-5

.5

46

.0

54

6.2

2

-5

.0

54

6.0

24

6.2

6

04

64

6.4

1

5.0

54

6.2

94

6.2

6

5.5

46

.3

14

6.2

2

5.5

34

6.3

14

6.3

7

5.6

84

6.3

24

6.3

7

6.4

54

6.3

74

6.4

7.9

54

6.4

64

6.4

4

8.8

54

6.5

24

6.4

7

9.3

54

6.5

54

6.4

9

9.4

34

6.5

64

6.4

7

K&

G

K&

GK

&G

K&

GK

&G

K&

G

K&

G

K&

G

K&

GK

&G

K&

G

RO

AD

C

EN

TR

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ER

OA

D C

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TR

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IN

E

RO

AD

C

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TR

E L

IN

E

RO

AD

C

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TR

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D C

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ROAD 1

C3061:100

CROSS SECTIONS

SHEET 2 OF 2

A

Architect Project


Scale






Drawing Title

ScaleDwg. No. Issue

A1

[email protected]


Certification By:

The Bathla Group

137 Gilba Road



PHONE : 02 9688 4762


Council



SCALE 1:100 @ A1

0 2 4 6 m

LO

T B

DY

DESIGN

SURFACE LEVEL

EXISTING

SURFACE LEVEL

LO

T B

DY

DESIGN

SURFACE LEVEL

EXISTING

SURFACE LEVEL

CH. -7.48

OFFSET

EXISTING

SURFACE LEVEL

DESIGN

SURFACE LEVEL

DATUM R.L.45.00

CH. 0.00

OFFSET

EXISTING

SURFACE LEVEL

DESIGN

SURFACE LEVEL

DATUM R.L.45.00

CH. 25.00

OFFSET

EXISTING

SURFACE LEVEL

DESIGN

SURFACE LEVEL

DATUM R.L.47.00

CH. 50.00

OFFSET

EXISTING

SURFACE LEVEL

DESIGN

SURFACE LEVEL

DATUM R.L.49.00

CH. 66.83

OFFSET

EXISTING

SURFACE LEVEL

DESIGN

SURFACE LEVEL

DATUM R.L.50.00

4%

2.5%

3%

-9

.7

74

6.5

34

6.5

3

-9

.3

54

6.5

34

6.3

9

-8

.8

54

6.5

24

6.3

7

-7

.9

54

6.4

84

6.3

3

-6

.4

54

6.4

14

6.3

-5

.6

84

6.3

84

6.2

7

-5

.5

34

6.3

84

6.2

7

-5

.5

46

.3

84

6.1

2

-5

.0

54

6.3

64

6.1

6

04

6.3

14

6.3

1

4%2.5%

3%

-9

.8

34

7.1

34

7.1

3

-9

.3

54

7.1

14

6.9

7

-8

.8

54

7.1

46

.9

5

-7

.9

54

7.0

84

6.9

1

-6

.4

54

7.0

44

6.8

7

-5

.6

84

7.0

44

6.8

4

-5

.5

34

7.0

44

6.8

4

-5

.5

47

.0

44

6.6

9

-5

.0

54

7.0

44

6.7

3

04

6.9

34

6.8

8

4%

2.5%

3%3%

2.5%

4%

-9

.8

49

49

-9

.3

54

948

.8

5

-8

.8

54

948

.8

3

-7

.9

54

948

.7

9

-6

.4

54

8.98

48

.7

6

-5

.6

84

8.97

48

.7

2

-5

.5

34

8.97

48

.7

2

-5

.5

48.97

48

.5

7

-5

.0

54

8.96

48

.6

1

04

8.74

48

.7

7

5.05

48.52

48

.6

1

5.5

48.51

48

.5

7

5.53

48.51

48

.7

2

5.68

48.5

48

.7

2

6.45

48.47

48

.7

6

7.95

48.41

48

.7

9

8.85

48.38

48

.8

3

9.35

48.35

48

.8

5

3

3

.

3

%

4%

2.5%

3%3%

2.5%

4%

-1

0.2

15

0.9

85

0.9

8

-9

.3

55

0.9

55

0.7

-8

.8

55

0.9

35

0.6

8

-7

.9

55

0.8

95

0.6

4

-6

.4

55

0.8

35

0.6

-5

.6

85

0.8

50

.5

7

-5

.5

35

0.7

95

0.5

7

-5

.5

50

.7

95

0.4

2

-5

.0

55

0.7

75

0.4

6

05

0.5

35

0.6

1

5.0

55

0.4

50

.4

6

5.5

50

.4

50

.4

2

5.5

35

0.4

50

.5

7

5.6

85

0.3

95

0.5

7

6.4

55

0.3

65

0.6

7.9

55

0.2

95

0.6

4

8.8

55

0.2

65

0.6

8

9.3

55

0.2

55

0.7

4%

2.5%

3%3%

2.5%

4%

-1

0.1

52

.1

95

2.1

9

-9

.3

55

2.1

85

1.9

4

-8

.8

55

2.1

75

1.9

2

-7

.9

55

2.1

45

1.8

8

-6

.4

55

2.0

95

1.8

5

-5

.6

85

2.0

65

1.8

2

-5

.5

35

2.0

55

1.8

2

-5

.5

52

.0

55

1.6

7

-5

.0

55

2.0

35

1.7

1

05

1.8

95

1.8

6

5.0

55

1.6

15

1.7

1

5.5

51

.5

85

1.6

7

5.5

35

1.5

85

1.8

2

5.6

85

1.5

75

1.8

2

6.4

55

1.5

65

1.8

5

7.9

55

1.5

45

1.8

8

8.8

55

1.5

25

1.9

2

9.3

55

1.5

51

.9

4

K&

GK

&G

K&

G

K&

GK

&G

K&

GK

&G

K&

G

RO

AD

C

EN

TR

E LIN

ER

OA

D C

EN

TR

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IN

E

RO

AD

C

EN

TR

E LIN

ER

OA

D C

EN

TR

E L

IN

ER

OA

D C

EN

TR

E L

IN

E

LO

T B

DY

EXISTING

SURFACE LEVEL

LO

T B

DY

(LO

T 1

)

DESIGN

SURFACE LEVEL

LO

T B

DY

EXISTING

SURFACE LEVEL

LO

T B

DY

(L

OT

1

)

DESIGN

SURFACE LEVEL

LO

T B

DY

EXISTING

SURFACE LEVEL

LO

T B

DY

(L

OT

1

)

DESIGN

SURFACE LEVEL

ROAD 2

C3071:100

CROSS SECTIONS

A

Architect Project


Scale






Drawing Title

ScaleDwg. No. Issue

A1

[email protected]


Certification By:

The Bathla Group

137 Gilba Road



PHONE : 02 9688 4762


Council



SCALE 1:100 @ A1

0 2 4 6 m

DESIGN

SURFACE LEVEL

EXISTING

SURFACE LEVEL

LO

T B

DY

(L

OT

1

)

LO

T B

DY

(LO

T 2

)

CH. 25.00

OFFSET

EXISTING

SURFACE LEVEL

DESIGN

SURFACE LEVEL

DATUM R.L.43.00

CH. 56.86

OFFSET

EXISTING

SURFACE LEVEL

DESIGN

SURFACE LEVEL

DATUM R.L.45.00

CH. 50.00

OFFSET

EXISTING

SURFACE LEVEL

DESIGN

SURFACE LEVEL

DATUM R.L.45.00

4%

2.5%

3%3%

2.5%

4%

-9

.3

54

5.5

84

4.4

4

-8

.8

54

5.5

64

4.4

2

-7

.9

54

5.5

14

4.3

8

-6

.4

54

5.4

34

4.3

5

-5

.6

84

5.3

84

4.3

1

-5

.5

34

5.3

74

4.3

1

-5

.5

45

.3

74

4.1

6

-5

.0

54

5.3

44

4.2

04

5.0

94

4.3

6

5.0

54

4.9

64

4.2

5.5

44

.9

64

4.1

6

5.5

34

4.9

64

4.3

1

5.6

84

4.9

64

4.3

1

6.4

54

4.9

54

4.3

5

7.9

54

4.9

44

4.3

8

8.8

54

4.9

34

4.4

2

9.3

54

4.9

24

4.4

4

9.6

44

4.9

24

4.5

4

4%

2.5%

3%3%

2.5%4%

-9

.3

54

7.48

46

.9

7

-8

.8

54

7.47

46

.9

5

-7

.9

54

7.35

46

.9

2

-6

.4

54

7.33

46

.8

8

-5

.6

84

7.3

46

.8

5

-5

.5

34

7.29

46

.8

5

-5

.5

47.29

46

.7

-5

.0

54

7.25

46

.7

4

04

6.94

46

.8

9

5.05

46.91

46

.7

4

5.5

46.9

46

.7

5.53

46.9

46

.8

5

5.68

46.9

46

.8

5

6.45

46.9

46

.8

8

7.95

46.91

46

.9

2

8.85

46.93

46

.9

5

9.35

46.94

46

.9

7

9.8

46.94

46

.8

2

4%2.5%

3%3%

2.5%

4%

-8

.8

54

6.8

64

6.1

6

-7

.9

54

6.8

46

.1

3

-6

.4

54

6.6

94

6.0

9

-5

.6

84

6.6

54

6.0

6

-5

.5

34

6.6

44

6.0

5

-5

.5

46

.6

44

6.0

1

-5

.0

54

6.6

24

6.0

5

04

6.4

54

6.2

5.0

54

6.4

46

.0

5

5.5

46

.4

46

.0

1

5.5

34

6.4

46

.1

6

5.6

84

6.4

46

.1

6

6.4

54

6.3

94

6.1

9

7.9

54

6.3

64

6.2

3

8.8

54

6.3

74

6.2

7

9.3

54

6.3

84

6.2

9

9.3

64

6.3

84

6.2

9

K&

G

K&

G

K&

G

K&

G

K&

G

K&

G

RO

AD

C

EN

TR

E L

IN

E

RO

AD

C

EN

TR

E L

IN

E

RO

AD

C

EN

TR

E L

IN

E

LO

T B

DY

DESIGN

SURFACE LEVEL

EXISTING

SURFACE LEVEL

(L

OT

1

)

LO

T B

DY

(L

OT

2

)

LA

YB

AC

K

RO

AD

C

EN

TR

E L

IN

E

DESIGN

SURFACE LEVEL

EXISTING

SURFACE LEVEL

LO

T B

DY

(L

OT

1

)

LO

T B

DY

(L

OT

2

)

ROAD 3

C3081:100

CROSS SECTIONS

A

Architect Project


Scale






Drawing Title

ScaleDwg. No. Issue

A1

[email protected]


Certification By:

The Bathla Group

137 Gilba Road



PHONE : 02 9688 4762


Council



SCALE 1:100 @ A1

0 2 4 6 m

LOT BOUNDARY

GU

NT

AW

ON

RO

AD

LOT BOUNDARY

LO

T B

OU

ND

AR

Y

ROAD 1

RO

AD

3

RO

AD

2

DP 162

LOT 1

DP 162

LOT 2

162 - GUNTAWONG

ROAD

LOT 50 DP 30186

EXTERNAL

CATCHMENT

EXTERNAL

CATCHMENT

STORMWATER

C4001:500

CATCHMENT PLAN

Architect Project


Scale






Drawing Title

ScaleDwg. No. Issue

A1

[email protected]


Certification By:

The Bathla Group

137 Gilba Road



PHONE : 02 9688 4762


Council


A


LEGEND

FINISHED CONTOUR32.0

PROPOSED CATCHMENT BOUNDARY


LOT BOUNDARY

INTERNAL STOMWATER CATCHMENT (REFER

TO STOMWATER PLANS FOR MORE DETAILS)

EXTERNAL GUNTAWONG ROAD CATCHMENT

(TO BE COLLECTED VIA DRAINAGE SYSTEM

AND CONVEYED TO PROPOSED OUTLET)

INTERNAL CATCHMENT

EXTERNAL OVERLAND

CLEANWATER CATCHMENT

EXISTING WATER MAIN

EXISTING GAS

PROPOSED GULLY PIT

INSET A

SCALE 1:500m

FO

R C

ON

TIN

UA

TIO

N R

EF

ER

T

O IN

SE

T A

FO

R C

ON

TIN

UA

TIO

N R

EF

ER

A

BO

VE

30 m20100

SCALE 1:500 @ A1

Documents

PROPOSED RESIDENTIAL SUBDIVISION CIVIL ......C2. CONCRETE STRENGTH TO BE GRADE 20, AS3600 (20MPA) THROUGHOUT UNLESS NOTED OTHERWISE. C3. EXPANSION JOINTS SHALL BE TOOL FINISHED AT