PROPOSED HARDSTAND AREA FOR WILLFAB SUPER FUND 38-40

A ISSUED FOR APPROVAL.

REV DESCRIPTION DATE BY REV DATEDESCRIPTION BY

COPYRIGHT

A1

SHEE

T

All rights reserved.

Scale

Designed

Datum

Date

Drawn Project Engineer/Director

Drawing No:

Approved on behalf of RHM Consulting Engineers

Date

Rev

Horizontal:

ABN 82 153 018 800

05/08/20

CH

D

COVER SHEET, LOCALITY PLAN AND INDEX

BH

CH

NIL

JULY 20

PROPOSED HARDSTAND38-40 ENTERPRISE CRESCENTMUSWELLBROOK, NSW 2333

19-027 C0010/01/20

38-40 ENTERPRISE CRESCENT

DATEREVDWG No DRAWING TITLE

DRAWING SCHEDULE:

COVER SHEET, LOCALITY PLAN & INDEX SCHEDULE

GENERAL NOTES SHEET 1 OF 1 A

LOCALITY PLAN

B

SEDIMENTATION AND EROSION PLAN - STAGE 1.0 & 2.0 WORKS

19-027-C00

19-027-C01

19-027-C03

19-027-C02

19-027-C03.1

19-027-C05

19-027-C06

19-027-C07

19-027-C08

A

EXISTING SITE FEATURES

PROPOSED HARDSTAND AREA FOR

WILLFAB SUPER FUND

MUSWELLBROOK, NSW 2333

WILLFAB SUPERFUNDc/o GRAEME RAYPO BOX 136LAMBTON, NSW, 2099

19-027-C09

19-027-C11

19-027-C10

19-027-C12

19-027-C14

PROPOSED EARTHWORKS PLAN

PROPOSED GRAVEL PLAN AND LEVELS

BASIN PLAN AND LONGSECTION

SEDIMENTATION AND EROSION PLAN - STAGE 3.0 - 4.0 WORKS

E

N

T

E

R

P

R

I

S

E

C

R

E

S

C

E

N

T

T

H

O

M

A

S

M

I

T

C

H

E

L

L

D

R

I

V

E

PROPOSED HARDSTANDTO SUBJECT LOT 20DP: 1119843

PROPOSED HARDSTAND PLAN

DRIVEWAY PLAN AND LONGSECTION

BASIN CROSS SECTIONS SHEET 1 OF 1

PIPE DETAILS AND SECTIONS

TURNING TEMPLATE

TYPICAL SECTIONS - SHEET 1

10/01/20

B INCREASE HARDSTAND AREA BC04/02/20

C

D

B

D

D

D

C

C

D

04/02/20

05/08/20

C

D

19-027-C13

19-027-C15

LANDSCAPE PLANB

C GENERAL AMENDMENTS CH16/06/20

D

B

C

19-027-C04A

SEDIMENTATION AND EROSION CONTROL10/01/20

C

A

D

D

D GENERAL AMENDMENTS CH05/08/20

D

D

C

19-027-C03.2A

SEDIMENTATION AND EROSION PLAN - STAGE 5.0 WORKSA

D

D

C

D

B

19-027-C06.1

19-027-C06.2

HARDSTAND CROSS SECTIONS SHEET 1 OF 1

HARDSTAND CROSS SECTIONS SHEET 1 OF 2

A

A

A

A

19-027-C08.1

TYPICAL SECTIONS - SHEET 2A

A

REFERENCE: SIXMAPS

05/08/20

05/08/20

05/08/20

05/08/20

05/08/20

05/08/20

05/08/20

05/08/20

05/08/20

05/08/20

05/08/20

05/08/20

05/08/20

05/08/20

05/08/20

05/08/20

05/08/20

PIPE PLAN AND LONGSECTIONS



COPYRIGHT

A1

SHEE

T


Scale

Designed

Datum

Date


Drawing No:


Date

Rev

Horizontal:

ABN 82 153 018 800

CH

A

GENERAL NOTES SHEET1 OF 1

BH

CH

DEC 19


19-027 C0110/01/20


G15

G14

G13

G12

G11

G10

G9

G8

G7

G6

G5

G4

G3

G2

GENERAL

CODES AND RELEVANT AUTHORITIES.

INSTRUCTIONS AS MAY BE ISSUED DURING THE COURSE OF THE CONTRACT. ANY

OTHER CONSULTANTS DRAWINGS TO INCLUDE SURVEY & GEOTECHNICAL REPORTS

THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL ARCHITECTURAL AND

ALL DIMENSIONS AND REDUCED LEVELS MUST BE VERIFIED ON SITE PRIOR TO THE

MATERIAL & WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE RELEVANT S.A.A.

DISCREPANCY SHALL BE REFERRED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK.

DATUM. GRID LINES TO MGA. NOTE CORRECT FACTOR APPLY.

COMMENCEMENT OF WORK.

THOSE AUTHORITIES.

SHALL LOCATE ALL UNDERGROUND SERVICES AND COMPLY WITH ALL REQUIREMENTS OF

SUBSTITUTIONS MUST BE APPROVED BY THE ENGINEER.

EXISTING SURFACE CONTOURS, WHERE SHOWN, ARE INTERPOLATED AND MAY NOT BE ACCURATE.

APPROXIMATE ONLY. PRIOR TO THE COMMENCEMENT OF ANY WORKS, THE CONTRACTOR SERVICE INFORMATION SHOWN IS BASED ON PLANS SUPPILED BY AUTHORITIES AND IS

UNLESS NOTED OTHERWISE ALL LEVELS SHOWN ARE TO THE AUSTRALIAN HEIGHT

SUBGRADE SHALL BE COMPACTED TO A MINIMUM OF 100% STANDARD COMPACTION IN

COMPACTED IN ACCORDANCE WITH THE COMPACTION REQUIREMENTS SET OUT BELOW.

SHALL BE REMOVED AND REPLACED WITH GRANULAR FILL TO THE ENGINEERS APPROVAL AND

ACCORDANCE WITH TEST 'E1.1' OF A.S. 1289 FOR THE TOP 300MM. ANY SOFT SPOTS

ARE SHOWN FOR CLARITY. WHERE FINISHED SURFACE LEVELS ARE NOT SHOWN, THE SURFACE

GRADE EVENLY BETWEEN FINISHED SURFACE SPOT LEVELS. FINISHED SURFACE CONTOURS

GRADE OF 1 IN 100:

OR STRUCTURES.

A. CLASS 2 RCP IN ACCORDANCE WITH A.S. 1342

UNLESS NOTED OTHERWISE ALL MAIN STORMWATER DRAINS SHALL BE CONSTRUCTED

B. 150 DIA. FOR COMMERCIAL / INDUSTRIAL CONSTRUCTION.

A. 100 DIA. FOR DOMESTIC CONSTRUCTION.

USING ONE OF THE FOLLOWING TYPES OF PIPES WITH RUBBER RING JOINTS:

SHALL BE GRADED SMOOTHLY SO THAT IT WILL DRAIN AND MATCH ADJACENT SURFACES

UNLESS NOTED OTHERWISE, ALL DOWNPIPES SHALL BE CONNECTED TO PITS OR MAIN

STORMWATER DRAINS WITH UPVC PIPES OF THE FOLLOWING SIZES LAID AT A MINIMUM

PRECAUTIONS IN TRENCHING OPERATIONS'.

ANY STRUCTURES, PAVEMENTS OR SURFACES DAMAGED, DIRTIED OR MADE

B. COMPLY WITH THE 'OCCUPATIONAL HEALTH & SAFETY CODE OF PRACTISE FOR SAFETY

ANY OTHER TYPES OF PIPE MUST BE REFERRED TO COUNCIL FOR APPROVAL PRIOR

TO USE. IF UPVC, OR OTHER PIPES ARE TO BE USED, APPROVAL MUST BE GIVEN BY THE

ENGINEER FOR CLASS, BEDDING AND BACKFILL REQUIREMENTS.

GENERALLY FOR TRENCHING WORKS THE CONTRACTOR MUST:

A. COMPLY WITH THE GENERAL PROVISIONS OF THE 'OCCUPATIONAL HEALTH SAFETY ACT 2000.

C. FULFILL ALL WORK COVER REQUIREMENTS.

B. UPVC IN ACCORDANCE WITH A.S. 1260

PRIOR TO THE PLACEMENT OF ANY FILL, PAVEMENT OR BUILDING, THE EXPOSED

OF THE ENGINEER.AUSPEC SPECIFICATION TO APPLY

UNSERVICABLE DUE TO CONSTRUCTION WORK SHALL BE REINSTATED TO THE SATISFACTION

RC1

REINFORCED CONCRETE

TYPE

CEMENT

SIZE

MAX. AGGSTRENGTH

Grade(MPa)

SLUMP

12341

TAKENNO. OF SAMPLES

ELEMENT

RC3

12 to 56 to 1011 to 20

SAMPLE, TEST AND ASSES TO AS 1379 SECTION 5.OTHER QUALITY PARAMETERS

CONTRACTOR.

CONCRETE QUALITY - MINIMUM - REFER TO RELEVANT DRAWINGS.

IN ACCORDANCE WITH THE FOLLOWING:

For each additional 10 samples

NO. OF BATCHES SUPPLIED

TO THE PROJECT PER DAY

COMPRESSIVE STRENGTH

FOUNDATION

NATA REGISTERED LABORATORY.

UNLESS NOTED OTHERWISE.

READYMIX CONCRETE SUPPLY SHALL COMPLY WITH AS 1379.RC2

,ONE AT 7 DAYS AND ONE AT 4 DAYS. IF THE CONTRACTOR REQUIRES EARLY STREGTH RESULTS,

SLUMP: TEST NOT LESS THAN ONE SAMPLE FOR EACH BATCH BEFORE PLACING CONCRETE FROMTHAT BATCH IN THE WORK. TAKE THE SAMPLES AT THE POINT OF DISCHARGE ON SITE.

DRYING SHRINKAGE: THE MAXIMUM TOTAL DRYING SHRINKAGE LIMIT FOR THE CONCRETE SHALL

ADDITIONAL CYLINDERS SHALL BE TAKEN IN THE SAMPLE AS REQUIRED AND AT THE COST OF THE

(LATEST EDITION)SHALL APPLY TO THE FORMWORK, REINFORCEMENT AND CONCRETE

ALL THE REQUIREMENTS OF THE ACSE CONCRETE SPECIFICATION DOCUMENT 1

ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH AS 3600 CURRENT

EDITION WITH AMENDMENTS, EXCEPT WHERE VARIED BY THE CONTRACT DOCUMENTS.

SAMPLE, TEST, AND ASSES TO AS 1379. ALL TESTING TO BE CONDUCTED BY A

THE MINIMUM FREQUENCY OF SAMPLING OF THE CONCRETE AT EACH STAGE SHALL BE

A SAMPLE SHALL CONSIST OF FOUR CYLINDERS, TWO OF WHICH SHALL BE TESTED AT 28 DAYS

RC5

RC4

RC6

RC8

RC7

RC11

RC10

RC13

RC12

RC9

COMPACTED WITH MECHANICAL VIBRATORS.

REJECTION: REMOVE THE CONCRETE FROM THE SITE.

SHALL BE CAST TOGETHER UNLESS NOTED OTHERWISE.

THE BUILDER SHALL ALLOW FOR ALL NECESSARY CONSTRUCTION JOINTS.

50MM COVER TO CONDUIT MINIMUM.

SPECIFIC SHRINKAGE REQUIREMENT

RC14

RC15

AND THE SLAB HAS ABSORBED ITS DEAD LOAD DEFLECTION.

12MM MINIMUM CLEAR FROM SOFFITS OF STRUCTURE.

POCKETS. ALL CONCRETE INCLUDING SLABS ON GROUND AND FOOTINGS SHALL BE

USED TO RETAIN MOISTURE WHERE PROTECTED FROM WIND AND TRAFFIC.(REFER MANUFACTURERS SPECIFICATION). POLYTHENE SHEETING OR WET HESSIAN MAY BE COMPLY WITH AS 3799 MAY BE USED WHERE FLOOR FINISHES WILL NOT BE AFFECTED.

FOR A PERIOD OF 3 DAYS, AND PREVENTION OF LOSS OF MOISTURE FOR A TOTAL OF 7 DAYSFOLLOWED BY A GRADUAL DRYING OUT. APPROVED SPRAYED ON CURING COMPOUNDS THAT

CURING OF ALL CONCRETE IS TO BE ACHIEVED BY KEEPING SURFACES CONTINUOUSLY WET

WALLS ETC. SHOWN ON THE DRAWINGS. ALL OTHER BUILDING ELEMENTS SHALL BE KEPTSLABS AND BEAMS SHALL BE CONSTRUCTED TO BEAR ONLY ON THE BEAMS, COLUMNS,

WALLS ARE TO BE CONSTRUCTED ON SUSPENDED LEVELS UNTIL ALL PROPPING IS REMOVED OVERSTRESSING THE STRUCTURE DUE TO CONSTRUCTION LOADING. NO BRICKWORK OR PARTITIONCONSTRUCTION SUPPORT PROPPING IS TO BE LEFT IN PLACE WHERE NEEDED TO AVOID

BY A NATA REGISTERED LABORATORY. REFER TO RELEVANT FLOOR DRAWINGS FOR

CONCRETE SIZES DO NOT INCLUDE THICKNESSES OF APPLIED FINISHES.

PROVIDE 0MM PRECAMBER TO POST TENSIONED SLABS U.N.O. ON PLANS.

THE FORMWORK THOROUGHLY EMBEDDING THE REINFORCEMENT AND FREE OF STONE THE FINISHED CONCRETE SHALL BE A DENSE HOMOGENEOUS MASS, COMPLETELY FILLING

SLABS WHERE NOTED ON PLANS. MAINTAIN SLAB AND BEAM DEPTHS AS SHOWN.

MEASUREMENT SHALL BE IN ACCORDANCE WITH AS1012 PART 13 AND BE CONDUCTED

WHERE L IS THE PROJECTION BEYOND COLUMN OR WALL FACE, AND TO FORMWORK OF PROVIDE UPWARD CAMBER TO FORMWORK OF REINFORCED CONCRETE CANTILEVERS OF L/200

STEEL SLIP JOINT, VERTICAL FACES SHALL BE SEPARATED BY 10MM JOINTEX (OR EQUAL).

REINFORCEMENT LAYERS. WHERE THERE IS ONLY ONE LAYER OF REINFORCEMENT, PROVIDECONDUITS AND PIPES WHEN CAST IN SLABS OR WALLS ARE TO BE PLACED BETWEEN THE

CONSTRUCTION JOINTS SHALL BE LOCATED TO THE SATISFACTION OF THE PROJECT ENGINEER.

CONCRETE SHALL BE KEPT FREE OF SUPPORTING MASONRY WITH A PRE-GREASED GALVANISED

BE MADE IN CONCRETE ELEMENTS WITHOUT THE PROJECT ENGINEERS APPROVAL.NO HOLES, CHASES OR EMBEDMENTS OTHER THAN THOSE SHOWN ON THE DRAWINGS SHALL

DEPTH OF BEAMS ARE GIVEN FIRST AND INCLUDE SLAB THICKNESSES. SLABS AND BEAMS

NO ADMIXTURES SHALL BE USED IN CONCRETE UNLESS APPROVED IN WRITING.

BE AN AVERAGE OF 0.070% AT 56 DAYS AND NO SINGLE RESULT SHALL EXCEED 0.075%.

X

2N12 x 1200 LGPlaced on centreof incoming joint.

XXORX

2N12 x 1200 LG

to col'n face.Placed at 45°

SOG1

TRIMMER BARS TO BE TIED TO U/S OF SLAB MESH.

PROVIDE SUB-FLOOR DRAINAGE TO HYDRAULIC ENGINEERS DETAILS.

TRIMMER BARS IN SLAB:

SLABS ON GRADE

OF 98

SITE WON MATERIAL TO THE ENGINEERS APPROVAL.

PRIOR TO PLACEMENT OF SLAB, SUBGRADE SHALL BE COMPACTED TO A MINIMUM

FOR THE TOP 300MM. ANY SOFT SPOTS SHALL BE REMOVED AND REPLACED WITH% STANDARD COMPACTION IN ACCORDANCE WITH TEST 'E1.1' OF AS 1289

ALL RE-ENTRANT CORNERS AT PENETRATIONS FOR SUMPS, PITS, COLUMN BLOCKOUTS AND THELIKE, TO HAVE N12 TRIMMER BARS PLACED AT 45 DEGREES TO CORNER OR IN EACH DIRECTIONAT CORNERS UNLESS NOTED IN A DIFFERENT ARRANGEMENT ON PLAN.

GENERAL FILL : WELL GRADED MATERIAL MAX PARTICLE SIZE 75MM

TRENCHES OVER 1.5M DEEP SHALL ALWAYS BE CBR >30% SHORED. TRENCHES

IF FILL PLACED ON SURFACE WHICH SLOPES MORE THAN 1.4 THEN

TOLERANCES: THE FINISHED SURFACE LEVELS SHALL HAVE THE

FILL SHALL BE PLACED IN LAYERS TO THICKNESS NOMINATED BY THE

- OTHER GROUND SURFACES +10MM,-30MM PROVIDED THE AREA

- UNDER SLABS AND LOADBEARING ELEMENTS +0, -25MM

ENGINEER. EACH LAYER SHALL OBTAIN SPECIFIED COMPACTION BEFORE

LESS THAN 1.5M DEEP SHALL BE SHORED IF UNSTABLE OR IF DEEMED

FILL AGAINST STRUCTURES SHALL BE PLACED AND COMPACTED

FILL SHALL NOT BE PLACED AGAINST CONCRETE FOR FOURTEEN

FILL MOISTURE CONTENT SHALL BE BETWEEN 85-110% OF

DAYS AFTER CONCRETE PLACEMENT

SIMULTANEOULSY ON BOTH SIDES TO AVOID DIFFERENTIAL LOADING.

SHALL ALWAYS REMAIN FREE DRAINING

THE NEXT IS PLACED. DURING PLACEMENT OF FILL, THE SURFACE

REMAINS FREE DRAINING AND MATCHES ADJACENT CONSTRUCTIONS

THE NGL SHALL BE BENCHED

OPTIMUM MOISTURE

FOLLOWING TOLERANCES:

LESS THAN OR EQUAL TO 15%

: PLASTIC INDEX LESS THAN OR EQUAL TO 55%

: PROPORTION PASSING 0.075 SIEVE 25% MAX

2% LESS THAN OR EQUAL TO PLASTIC INDEX

SELECT FILL : MAX PARTICLE SIZE 75MM

NECESSARY BY RELEVANT AUTHORITY.

FILL TYPESFT1

FT2

FT3

FT4

FT5

FT6

FT7

FT8

32 80 20 Portland

G1 IF IN DOUBT ASK.

PLANS PREPARED BY THE CONTRACTOR.

IN ACCORDANCE WITH THE APPROVED EROSION CONTROL

3. SEDIMENT FENCES, TRAPS & FILTERS SHALL BE INSTALLED

AFTER EACH RAINFALL EVENT. SILT SHALL BE REMOVED

2. ALL EROSION CONTROL MEASURES MUST BE INSPECTED

TO THE COMMENCEMENT OF ANY SITE WORK.

1. ALL EROSION CONTROL MEASURES TO BE INSTALLED PRIOR

COVER IS ESTABLISHED.

IN THE LOCATION SHOWN ON THE DRAWING UNTIL SUCH TIME

4. SEDIMENT FENCES, TRAPS & FILTERS SHALL BE MAINTAINED

THAT ALL WORK IS COMPLETED AND A SUITABLE GRASS

TO AN APPROVED LOCATION.PROGRESSIVELY WATER DOWN EXCAVATION AND

1. NO EARTHWORKS SHALL BE CARRIED OUT DURING HIGH WINDS

OR AS DIRECTED BY MID-COAST COUNCIL/ PROJECT MANAGER

2. DURING EARTHWORKS THE CONTRACTOR SHALL HAVE A

WATER CART OR SIMILAR APPROVED ON SITE AND MUST

3. ALL VEHICLE TRAVEL PATHS AND ROADS SHALL BE

REGULARLY WATERED TO MINIMISE DUST AND DIRT

FILL AREAS TO MINIMISE DUST.

ON ROAD SURFACES.

EARTHWORK NOTES1. IF IN DOUBT, THEN ASK.

2. ALL WORKS IN ACCORDANCE TO AS 3798-2007 'GUIDELINES ON EARTHWORKSFOR COMMERCIAL & RESIDENTIAL DEVELOPMENTS'.

3. MIN COMPACTION TO ALL FILLED AREAS TO BE 98% STD UNLESS NOTEDOTHERWISE COMPACTION UNDER BUILDING PLATFORM TO BE 100% STD.

4. ALL CUT MATERIAL TO BE LAID IN ROW ON THE SITE FOR DRYING. THIS MATERIALSHOULD BE INSPECTED AND ASSESSED BY THE GEOTECHNICAL ENGINEER TODETERMINE IF THE MATERIAL IS SUITABLE FOR FILLING RE-LAID IN ACCORDANCEWITH AS 3798'

5. THE CONTRACTOR MUST ENSURE ADEQUATE TEMPORARY DRAINAGE DURINGTHE WORKS TO MINIMISE THE IMPACT OF WET WEATHER. SUCH METHODS ASTHE INSTALLATION OF SUMP PITS, CROSS FALLS AND SEALING (COMPACTION)OF EXPOSED SURFACE FALLS PART OF THE EARTHWORKS CONTRACTORRESPONSIBILITIES.

6. SEDIMENTATION AND EROSION CONTROL MUST BE PUT IN PLACE PRIOR TOCONSTRUCTION AND MAINTAINED THROUGHOUT THE WORKS.

7. ADOPTED BOXOUT DEPTHS ARE TABULATED BELOW.

8. FREQUENCY OF COMPACTION TESTING IN ACCORDANCE WITH AS 3798 TABLE &ASSOCIATED SPECIFICATION.

9. FINISHED SUB-GRADE SHOULD BE INSPECTED AND PROOF ROLLED IN THEPRESENCE OF A GEOTECHNICAL ENGINEER WITH ALL SIGNIFICANT DEFLECTIONTO BE OVER EXCAVATED AND REPLACED WITH SUITABLE FILL TO A MINIMUMDEPTH OF 300MM. REPLACE WITH CLEAN FILL GREATER THAN CBR-25% ANDCOMPACT TO 98% STD.

10. FINAL BATTER TO BE NO STEEPER THAN 4 IN 1 (HORIZONTAL TO VERTICAL)

C. CONNECTION TO BE PRESSURISED.

AND SPECIFICATIONS AND SUCH OTHER WRITTEN

BEDDING

HAUNCH

19

X = 100 IF d < 1500 OR 150 IF > 1500.Y = 0.3d

> 0.2d

YX

NGL

> 0.3m

SELE

CT

FILL

IN ACCORDANCE WITH AS 1289 E4.1** DRY DENSITY RATIO DETERMINED ACCORDANCE WITH AS 1289 E6.1* DENSITY INDEX DETERMINED IN

COMPACTION

BED & HAUNCH

SIDE

ZONE

COHESIVE**90%

*60%COHESIONLESS

*60%

CO

MPA

CTE

D F

ILL

BED & HAUNCH

GRADING SPECIFICATION OF PIPE BACKFILLSELECT

SIEVE WT PASSING % SIEVE WT PASSING %

2.36

0.60

0.30

0.15

0.075

100

100-50

90-20

60-10

25-0

10-0

19

9.50

2.36

0.60

0.075

100

100-50

100-30

50-15

25-0

SELECT FILL

ORDINARY FILL

3kg/m

21001900

16001500

1800

0.3m MIN.

POSITIVE PROJECTION

(METRES)

0.45

0.750.65

0.3

MIN DEPTH

300

NGL

0.75

0.7dm MAX

80mm MIN.

NGL

150mm MIN.

150mm MIN.

DENSITY OF FILL MATERIAL

SANDY CLAYCLAYEY SANDLOOSE GRANULAR MATERIAL

SATURATED CLAYNORMAL CLAY

SUBJECT TO VEHICLE LOADS

- IN SEALED ROADS- NOT IN ROADWAYS

SITUATION

MINIMUM COVER

d = PIPE DIAMETERZ = dm + 0.2m OR 2dm WHICHEVER IS SMALLER

SPECIFY BEDDING MATERIAL REFER TO CONCRETE PIPE NOTES.

PIPES IN EMBANKMENT CONDITIONS- UNDER UNSEALED ROADS

OR SUBJECT TO CONSTRUCTION LOADS

NOT SUBJECT TO VEHICLE LOADS

- CONSTRUCTION TO BE IN ACCORDANCE WITH AS 2566.

Z

BEDDING MATERIAL

COMPACTED BEDDING MATERIAL

SUPPORT FOR PLASTIC & PVC PIPES

COMPACTION

COHESIONLESS

COHESIVE

*60%

90%**

IN ACCORDANCE WITH AS 1289 E4.1** DRY DENSITY RATIO DETERMINED ACCORDANCE WITH AS 1289 E6.1* DENSITY INDEX DETERMINED IN

- COMPACTION SHALL BE CARRIED OUT IN LAYERS NOT EXCEEDING 150mm. FOR PIPES WITH DIAMETER < 250mm LAYER THICKNESS SHALL NOT EXCEED 80mm.

19

BED & HAUNCH

GRADING SPECIFICATION OF PIPE BACKFILLSELECT

SIEVE WT PASSING % SIEVE WT PASSING %

2.36

0.60

0.30

0.15

0.075

100

100-50

90-20

60-10

25-0

10-0

19

9.50

2.36

0.60

0.075

100

100-50

100-30

50-15

25-0

SUPPORT FOR CONCRETE PIPES

90mm AG. LINE IN PIPE TRENCH.BOTH SIDES DISCHARGE INTO DOWNSTREAM PIT

PIERS 25 80 20 Portland

G16

SOG2 ENSURE SLABS ARE CURED AS PER NOTE RC14.

SOG3 SAWJOINTS TO BE INSTALLED AS SHOWN WITHIN 12 HOURS OF POURING.

MINIMUM BEARING PRESSURE TO SUBGRADE 100kPa

10/01/20

EXISTING CONCRETE WALL

EXISTING TREES

EXISTING MANHOLE

ENTERPRISE CRESCENT

EXISTINGSTORMWATERPIT

BOUNDARY - EXISTING CHAIN WIRE FENCE

BOUNDARY - EXISTING FENCE

BOU

ND

ARY

-

EX

ISTI

NG

CH

AIN

WIR

E FE

NC

E

EXISTING TREES

EXISTINGSTORMWATER PIT

EXISTING STORMWATER PIPE

KERB AND GUTTER

ROAD CENTRELINE

LOT 20

DP: 1119843

LOT 19

DP 1119843

LOT 21

DP 1119843

EXISTING 2 X 3m WIDEGATES.SEE PHOTO #2.

EXISTING TREES

ELECTRICALTURRET

DRIVEWAY TONEIGHBOURS

EXISTING STORMWATERPIT TO BRANDS.REFER TO PHOTO 1.0

LINE OFBRANDS SHED

EXISTING 1800mm HIGHCHAINWIRE FENCE. SEEPHOTO NO.1.

EXISTING 1800mmCHAINWIRE FENCE.

EXISTING STAB TO STORMWATERPIT. PROPOSED CONNECTION POINT.

LINE OF CARPARKTO BRANDS

BOU

ND

ARY

- EX

ISTI

NG

CH

AIN

WIR

E FE

NC

E



COPYRIGHT

A1

SHEE

T


Scale

Designed

Datum

Date


Drawing No:


Date

Rev

Horizontal:

7.5

SCALE 1:250 (A1)

2.50 5 12.510

ABN 82 153 018 800

05/08/20

JP

B

EXISTING SITEFEATURES

CIVIL DRAWING

BH

CH

NIL

JULY 20


19-027 C0210/01/20


PHOTO 1.0 - Boundary Fence East andStormwater Drainage to Brands

PHOTO 2.0 - Boundary Fence Westand Front Gate

B GENERAL AMENDMENTS CH05/08/20

EXISTING SITE FEATURESSCALE 1:250 (A1)NOTE: NO VEHICULAR CROSSOVER TO LOT

MAINTAIN EXISTING

2x3m GATE AT

CURRENT LOCATION

UNTIL DRIVEWAY IS

COMPLETED

GRAVEL FILLED SAUSAGE AROUND STORMWATER INLETPITS. REFER TO THE DETAILS ON DWG C11


SILT FENCE TO BOUNDARY. REFERTO DETAILS ON DWG C04

LOT 19

DP 1119843

GRAVEL ACCESS ROADUNTIL CONSTRUCTIONOF CONCRETECROSSOVER. REFER TODETAILS IN DWG C09

LOT 20

DP: 1119843

LOT 21

DP 1119843

EXISTING TREES TO BE REMOVED

EXISTING CONCRETEWALL


EXISTING TO BEREMOVED TREES

ENSURE ALL MEASURES AREUNDERTAKEN TO AVOID SILTCOLLECTING IN ANYNEIGHBOURING DRIVEWAYS.

PROPOSED TOP OFGRAVEL/BOX OUT

SILT FENCE TO BEFIXED TO CHAINWIRE FENCE ONBOUNDARY.

SILT FENCE TOEXISTING PIT.

STOCKPILEAREA

MATERIAL

CATTLE GRID ATENTRY INSIDEEXISTING GATES

TIMBER CHOCKS FORACCESS OVER KERB TOENTERPRISE CRESCENT.

STOCKPILEAREA

TOPSOIL

HAY BALES (3 OF) TOLOWEST IN SEDIMENTFENCE TO CONTROLRUNOFF FROM SITE"PROPOSED BASIN"

ACCESS TOSTOCKPILE

ACCESS TOSTOCKPILE PROPOSED BASIN TO

STAGE 3.0 WORKS

CUT TO PROGRESS FROMNORTHERN BOUNDARY

ENTERPRISE CRESCENTCENTRELINE

EXISTING KERB AND GUTTER



COPYRIGHT

A1

SHEE

T


Scale

Designed

Datum

Date


Drawing No:


Date

Rev

Horizontal:

7.5

SCALE 1:250 (A1)

2.50 5 12.510

ABN 82 153 018 800

05/08/20

JP

C

SEDIMENTATION ANDEROSION PLANSTAGE 1.0 - 2.0 WORKS

BH

JP

NIL

JULY 20


19-027 C0310/01/20


B INCREASED HARDSTAND AREA BC04/02/20

LEGEND:

DENOTES SILT FENCE. REFER TO DETAILS.

DENOTES GRAVEL FILLED SOCKETS TOSTORMWATER INLET PITS WITHINENTERPRISE CRESCENT.

DENOTES TREES TO BE REMOVED

CONSTRUCTION PHASE - Stage 1.0 to Stage 2.0SUGGESTED CONSTRUCTION PHASE TO INCLUDE

STAGE 1.0a. CONSTRUCT TEMPORARY CROSSOVER WITH TIMBER BOARDS,

KERB AT EXISTING ENTRY.b. INSTALL TEMPORARY GRAVEL DRIVEWAY.c. INSTALL CATTLE GRID AT ENTRY.d. INSTALL SEDIMENTATION AND EROSION CONTROLS AS PER

DRAWING.

STAGE 2.0a. REMOVE TREESb. CUT TOPSOIL TO STOCKPILE AS SHOWN ON C03.c. CUT SITE TO FILL COMPACT IN 150mm LAYERS TO DETAILS.

CUT TO COMMENCE AT NORTHERN END OF THE LOT.


MAINTAIN EXISTING

2x3m GATE AT

CURRENT LOCATION

UNTIL DRIVEWAY IS

COMPLETED

GRAVEL FILLED SAUSAGEAROUND STORMWATERINLET PITS. REFER TO THEDETAILS ON DWG C11


SILT FENCE TO BOUNDARYFENCE TO REMAIN.

LOT 20

DP: 1119843

LOT 19

DP 1119843

LOT 21

DP 1119843





MAINTAIN FENCE TOBOUNDARY FENCE

DIVERT FENCE TOBASIN WHILEBUNDS ARE BEINGCONSTRUCTED

"BASIN"

//

//

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

//

//

/

TOPSOILSTOCKPILE

AREA

LATERAL SEDIMENTFENCE TO BASIN

NEW FENCE AT TOEOF BATTER PRIORTO LAYING OF BASE

INTERMEDIATE FENCESTO BUNDED AREA

TOPSOIL CUTBATTER TO LEVEL

HAY BALES (3 OFF) TOLOWEST POINT INSEDIMENT FENCE TOCONTROL RUNOFF FROMSITE

GRAVEL ACCESS ROADUNTIL CONSTRUCTIONOF CONCRETECROSSOVER. REFER TODETAILS IN DWG C09

CATTLE GRID ATENTRY INSIDEEXISTING GATES



TIMBER CHOCKS FORACCESS OVER KERB TOENTERPRISE CRESCENT.

PROPOSED CONCRETE CROSSOVERAND DRIVEWAY FOR STAGE 5.0.

TOP SOILBATTERS

PLACE SUB-BASE& SUB MATERIAL TOP SOIL

BATTERS

CONSTRUCT BASINTO STAGE 3.0



COPYRIGHT

A1

SHEE

T


Scale

Designed

Datum

Date


Drawing No:


Date

Rev

Horizontal:

7.5

SCALE 1:250 (A1)

2.50 5 12.510

ABN 82 153 018 800

05/08/20

A

SEDIMENTATION ANDEROSION PLANSTAGE 3.0 - 4.0 WORKS

BH

CH

NIL

JULY 20


19-027 C03.1


LEGEND:

: DENOTES SILT FENCE. REFER TO DETAILS.

: DENOTES GRAVEL FILLED SOCKETS TOSTORMWATER INLET PITS WITHINENTERPRISE CRESCENT.CONSTRUCTION PHASE - Stage 3.0 to Stage 4.0

SUGGESTED CONSTRUCTION PHASE TO INCLUDE

STAGE 3.0a. REMOVE TOP SOIL FROM STOCKPILE AND PLACE ON BATTERSb. RELOCATE TOP SOIL STOCKPILE AS SHOWNc. LAY Ø225 OUTLET PIPE AND PIT AT BASINd. LAY Ø150 OUT PIPE, PIT AND TRENCH GRATE ACCESS

DRIVEWAY.e. CONSTRUCT DETENTION BASIN WITH SURPLUS CUT

STAGE 4.0a. PLACE AND LAY SUB BASE AND BASE MATERIALb. INSTALL DRAINAGE PITSc. CREATE BUNDS TO PERIMETERd. REINSTATE SEDIMENTATION FENCES TO BASIN AS SHOWN

CH05/08/20

MAINTAIN EXISTING

2x3m GATE AT

CURRENT LOCATION

UNTIL DRIVEWAY IS

COMPLETED

: CATTLE GRID

: TEMPORARY GRAVEL ACCESSFRIVEWAY

GRAVEL FILLED SAUSAGEAROUND STORMWATERINLET PITS.

SILT FENCE TO BOUNDARYFENCE TO REMAIN.

LOT 20

DP: 1119843

LOT 19

DP 1119843

LOT 21

DP 1119843





MAINTAIN FENCE TOBOUNDARY FENCE

"BASIN"

CONSTRUCT CONCRETECROSSOVER + DRIVEWAY.

LANDSCAPE TO SITE ASPER LANDSCAPE PLANON DWG C15.

HAY BALES (3 OF) TOLOWEST IN SEDIMENTFENCE TO CONTROLRUNOFF FROM SITE




BUND PERIMETER TOCONTAIN RUNOFF

SILT FENCEAROUNDDRIVEWAY

PROPOSED STORMWATERPIPE. REFER TO C11.

SILT FENCE TOINTERNAL RAMP

CONSTRUCT INTERNALRAMP

GRAVELHARDSTANDAREA

COMPLETE TOPSOILSPREAD ANDLANDSCAPED

COMPLETEBUNDS TOPERIMETER

SILT FENCE INFRONT OF RAMP

SILT FENCE TODIVERT RUN OFFTO BASIN

NEW CONCRETEDRIVEWAY

/ / / / / /

TRAFFIC CONTROLFOR DRIVEWAY BYOTHERS

SILT FENCETO PIT



COPYRIGHT

A1

SHEE

T


Scale

Designed

Datum

Date


Drawing No:


Date

Rev

Horizontal:

7.5

SCALE 1:250 (A1)

2.50 5 12.510

ABN 82 153 018 800

05/08/20

A

SEDIMENTATION ANDEROSION PLANSTAGE 5.0 WORKS

BH

CH

NIL

JULY 20


19-027 C03.2


LEGEND:

CONSTRUCTION PHASE - Stage 5.0SUGGESTED CONSTRUCTION PHASE TO INCLUDE

STAGE 5.0a. CONSTRUCT CONCRETE DRIVEWAYb. CONSTRUCT CONCRETE CROSSOVERc. SPREAD TOP SOIL TO DETENTION BATTERSd. UNDERTAKE LANDSCAPINGe. CONSTRUCT INTERNAL RAMP

NOTE:

1. SEDIMENT FENCE TO REMAIN UNTIL LANDSCAPE ISESTABLISHED

CH05/08/20

: DENOTES SILT FENCE. REFER TO DETAILS.

: DENOTES GRAVEL FILLED SOCKETS TOSTORMWATER INLET PITS WITHINENTERPRISE CRESCENT.

: DENOTES NEW DRIVEWAY SLAB



COPYRIGHT

A1

SHEE

T


Scale

Designed

Datum

Date


Drawing No:


Date

Rev

Horizontal:

3

SCALE 1:100 (A1)

0 1 2 4 5

ABN 82 153 018 800

A ISSUED FOR APPROVAL. CH

A

SEDIMENTAION AND EROSION CONTROL NOTES

CIVIL DRAWING

BH

CH

NIL

DEC 19


19-027 C0410/01/20


SEDIMENTATION AND EROSION CONTROL

SE1. LAND DISTURBANCE SHALL BE LIMITED TO THAT NECESSARY FOR IMPLEMENTATION OF THE PLANS OF WORK ANDLANDS NOT TO BE DISTURBED SHALL BE CLEARLY MARKED WITH BARRIER FENCES. SEDIMENT FENCING AND STRAWBALE FILTER SHALL BE PLACED AT REGULAR INTERVALS IMMEDIATELY DOWN SLOPE OF ALL UNPROTECTEDDISTURBED LANDS

SE2. INSTALL SEDIMENT FENCING AND STRAW BALE FILTER IN ACCORDANCE WITH DETAILS ABOVE AND LOCAL COUNCILREQUIREMENTS.

SE3. THE LOCATION OF "SILT" FENCES, SEDIMENT FENCES STRAW BALE FILTER AND OTHER DEVICES SHALL BE DETERMINEDON SITE IN CONJUNCTION WITH THE SUPERINTENDENT. VARIATIONS ARE PERMITTED TO BEST SUIT THECIRCUMSTANCES

SE4. INSTALL TEMPORARY CONSTRUCTION VEHICLE EXIT IN ACCORDANCE WITH TYPICAL DETAILS

SE5. STRIP VEGETATION FROM ALL CUT AREAS AND DISPOSE OFF SITE

SE6. STRIP TOPSOIL FROM ALL CUT AREAS AND STOCKPILE ON SITE

SE7. EXCAVATE ALL CUT AREAS AND PLACE COMPACTED FILL WHERE REQUIRED.

SE8. ALL ADJACENT LANDSCAPE AREAS ARE TO BE STABILISED AND VEGETATED WITHIN 20 DAYS OF COMPLETION.

SE9. EXCAVATE, LAY AND BACKFILL DRAINAGE LINES. OPEN TRENCH LENGTHS ARE NOT TO EXCEED 25 METRES. WHERETRENCHES ARE OPEN OVER NIGHT, PLACE TEMPORARY TURF LINED SWALE ALONG HIGHER SIDE OF TRENCH ANDDIVERT POTENTIAL SURFACE WATER TO A SAFE LOCATION.

SE10. CONSTRUCT DRAINAGE PITS AND INSTALL PIT PROTECTION MEASURES IN ACCORDANCE WITH DETAILS ABOVE,LOCAL COUNCIL AND ROADS AND TRAFFIC AUTHORITY STANDARDS.

NOTE: WHEREVER SEDIMENT AND EROSION CONTROL DEVICES ARE REMOVED EARLIER IN THE CONSTRUCTION SEQUENCETHAN AS SPECIFIED ABOVE, ENSURE THAT THE DISTURBED GROUND IS RE-VEGETATED TO REDUCE THE LIKELIHOOD OFEROSION AND SEDIMENT TRANSPORT FROM THE SITE. ENSURE ALSO THAT SEDIMENT LADEN WATER CAN STILL REACHSEDIMENTATION BASINS FOR TREATMENT.

SEDIMENT RUN-OFF CONTROL

RC1 THE CONTRACTOR SHALL INSTALL AND MAINTAIN SOIL EROSION AND SEDIMENTCONTROL MEASURES GENERALLY IN ACCORDANCE WITH THE GUIDELINES OF THEN.S.W. DEPT. OF CONSERVATION AND LAND MANAGEMENT AS NECESSARY TOPREVENT RUN-OFF FROM SITE OF SEDIMENT RESULTING FROM THESE WORKS.SUCH MEASURES SHALL ALSO COMPLY WITH REQUIREMENTS OF COUNCIL.

RC2. GRADE FINISHED SURFACE TO SHED WATER EVENLY WITHOUT CHANNELING(UNTIL PIPED STORMWATER SYSTEM IS ADDED IN LATER STAGE).

STRAW BALE FILTER (TYPICAL)

CONSTRUCT THE BALE FILTER AS CLOSE AS POSSIBLE TO BEING PARALLEL TO THE CONTOURS OF THESITE.

1. PLACE BALES LENGTHWISE IN A ROW WITH ENDS TIGHTLY ABUTTING. USE STRAW TO FILL ANYGAP BETWEEN BALES. STREWS ARE TO BE PLACED PARALLEL TO GROUND.

2. ENSURE THAT THE MAXIMUM HEIGHT OF THE FILTER IS ONE BALE.

3. EMDED EACH BALE IN THE GROUND 75MM TO 100MM AND ANCHOR WITH TWO 1.2 METER STARPICKETS OR STAKES. ANGLE THE FIRST STAR PICKET OR STAKE IN EACH BALE TOWARDS THEPREVIOUSLY LAID BALE. DRIVE THEM 600MM INTO THE GROUND AND, IF POSSIBLE, FLUSH WITHTHE TOP OF THE BALES. WHERE STAR PICKETS ARE USED AND THEY PROTRUDE ABOVE THEBALES, ENSURE THEY ARE FITTED WITH SAFETY CAPS.

4. WHERE A STRAW BALE FILTER IS CONSTRUCTED DOWNSLOPE FROM A DISTURBED BATTER,ENSURE THE BALES ARE PLACED 1 TO 2 METERS DOWNSLOPE FROM THE TOE.

5. ESTABLISH A MAINTENANCE PROGRAM THAT ENSURES THE INTEGRITY OF THE BALES ISRETAINED - THEY COULD REQUIRE REPLACEMENT EACH TWO TO FOUR MONTHS.

CONSTRUCTION NOTES

SEDIMENT FENCE (TYPICAL)

1. CONSTRUCT SEDIMENT FENCES AS CLOSE AS POSSIBLE TO BEING PARALLEL TO THECONTOURS OF THE SITE, BUT WITH SMALL RETURNS AS SHOWN IN THE DRAWING TO LIMITTHE CATCHMENT AREA OF ANY ONE SECTION. THE CATCHMENT AREA SHOULD BE SMALLENOUGH TO LIMIT WATER FLOW IF CONCENTRATED AT ONE POINT TO 50 LITRES PER SECONDIN THE DESIGN STORM EVENT, USUALLY THE 10-YEAR EVENT.

2. CUT A 150-MM DEEP TRENCH ALONG THE UPSLOPE LINE OF THE FENCE FOR THE FABRIC TOBE ENTRENCHED.

3. DRIVE 1.5 METER LONG STAR PICKETS INTO GROUND AT 2.5 METER INTERVALS (MAX) AT THEDOWNSLOPE EDGE OF THE TRENCH. ENSURE ANY STAR PICKETS ARE FITTED WITH SAFETYCAPS.

4. FIX SELF-SUPPORTING GEOTEXTILE TO THE UPSLOPE SIDE OF THE POSTS ENSURING IT GOESTO THE BASE OF THE TRENCH. FIX THE GEOTEXTILE TO THE WIRE TIES OR AS RECOMMENDEDBY THE MANUFACTURER. ONLY USE GEOTEXTILE SPECIFICALLY PRODUCED FOR SEDIMENTFENCING. THE USE OF SHADE CLOTH FOR THIS PURPOSE IS NOT SATISFACTORY.

5. JOIN SECTIONS OF FABRIC AT A SUPPORT POST WITH A 150-MM OVERLAP.

6. BACKFILL THE TRENCH OVER THE BASE OF THE FABRIC AND COMPACT IT THOROUGHLY OVERTHE GEOTEXTILE.

CONSTRUCTION NOTES

20 M MAX.

(UNLESS STATED OTHERWISE ON SWMP / ESCP)

PLAN

UNDISTURBEDAREA

STAR PICKETS ATMAXIMUM 2.5M SPACINGS

FLOW

ANGLE FIRST STAKETOWARD PREVIOUSBALE

ELEVALTION

PLAN VIEW

SECTION A - A

A

DISTURBEDAREA

20 METERS

MAX.

FLOW

1.5 M TO2 M

NYLON OR WIRE BINDINGS

2:1 slope

BALES EMBEDDED 100 MM INTO GROUND

STRAW BALESTIGHTLY ABUTTINGTOGETHER

1.5 M STAR PICKETS ATMAX. 2.5 M CENTRES

DIRECTIONOF FLOW

ON SOIL, 150 MM X 100MM TRENCH WITHCOMPACTED BACKFILLAND ON ROCK, SET INTOSURFACE CONCRETE

500 MM TO600 MM

600 MMMIN

GENERAL INSTRUCTIONS

1. THIS PLAN IS TO BE READ IN CONJUNCTION WITH THE ENGINEERING PLANS, AND ANY OTHER PLANS ORWRITTEN INSTRUCTIONS THAT MAY BE ISSUED AND RELATING TO DEVELOPMENT AT THE SUBJECT SITE.

2. THE SITE SUPERINTENDENT WILL ENSURE THAT ALL SOIL AND WATER MANAGEMENT WORKS ARE LOCATEDAS INSTRUCTED IN THIS SPECIFICATION.

3. ALL BUILDERS AND SUB-CONTRACTORS WILL BE INFORMED OF THEIR RESPONSIBILITIES IN MINIMISING THEPOTENTIAL FOR SOIL EROSION AND POLLUTION TO DOWNSLOPE LANDS AND WATERWAYS.

CONSTRUCTION SEQUENCE

4. THE SOIL EROSION POTENTIAL ON THIS SITE IS TO BE MINIMISED.HENCE WORKS SHALL BE UNDERTAKEN IN THE FOLLOWING SEQUENCE :-

(A) INSTALL SEDIMENT FENCES (B) CONSTRUCT OPEN SWALES AND CHANNELS AS NECESSARY AND DIRECTED BY THE SITE

SUPERINTENDENT. (C) CONSTRUCT STABILISED CONSTRUCTION ENTRANCE TO LOCATION AS DETERMINED BY

SUPERINTENDENT. (D) INSTALL SEDIMENT TRAPS AS SHOWN ON PLAN. (E) UNDERTAKE SITE DEVELOPMENT WORKS IN ACCORDANCE WITH THE ENGINEERING PLANS.

PHASE DEVELOPMENT SO THAT LAND DISTURBANCE IS CONFINED TO AREAS OF WORKABLE SIZE.

EROSION CONTROL

5. DURING WINDY WEATHER, LARGE, UNPROTECTED AREAS WILL BE KEPT MOIST (NOT WET) BY SPRINKLINGWITH WATER TO KEEP DUST UNDER CONTROL.

6. FINAL SITE LANDSCAPING WILL BE UNDERTAKEN AS SOON AS POSSIBLE AND WITHIN 20 WORKING DAYSFROM COMPLETION OF CONSTRUCTION ACTIVITIES.

SEDIMENT CONTROL

7. STOCKPILES WILL NOT BE LOCATED WITHIN 2 METRES OF HAZARD AREAS, INCLUDING LIKELY AREAS OFCONCENTRATED OR HIGH VELOCITY FLOWS SUCH AS WATERWAYS. WHERE THEY ARE BETWEEN 2 AND 5METRES FROM SUCH AREAS, SPECIAL SEDIMENT CONTROL MEASURES SHOULD BE TAKEN TO MINIMISEPOSSIBLE POLLUTION TO DOWNSLOPE WATERS, E.G. THROUGH INSTALLATION OF SEDIMENT FENCING.

8. ANY SAND USED IN THE CONCRETE CURING PROCESS (SPREAD OVER THE SURFACE) WILL BE REMOVED ASSOON AS POSSIBLE AND WITHIN 10 WORKING DAYS FROM PLACEMENT.

9. WATER WILL BE PREVENTED FROM ENTERING THE PERMANENT DRAINAGE SYSTEM UNLESS IT IS RELATIVELYSEDIMENT FREE, I.E. THE CATCHMENT AREA HAS BEEN PERMANENTLY LANDSCAPED AND/OR ANY LIKELYSEDIMENT HAS BEEN FILTERED THROUGH AN APPROVED STRUCTURE.

10. TEMPORARY SOIL AND WATER MANAGEMENT STRUCTURES WILL BE REMOVED ONLY AFTER THE LANDSTHEY ARE PROTECTING ARE REHABILITATED.

OTHER MATTERS

11. ACCEPTABLE RECEPTORS WILL BE PROVIDED FOR CONCRETE AND MORTAR SLURRIES, PAINTS, ACIDWASHINGS, LIGHT-WEIGHT WASTE MATERIALS AND LITTER.

12. ANY EXISTING TREES WHICH FORM PART OF THE FINAL LANDSCAPING PLAN WILL BE PROTECTED FROM CONSTRUCTION ACTIVITIES BY:

(A) PROTECTING THEM WITH BARRIER FENCING OR SIMILAR MATERIALS INSTALLED OUTSIDE THE DRIP LINE.(B) ENSURING THAT NOTHING IS NAILED TO THEM.(C) PROHIBITING PAVING, GRADING, SEDIMENT WASH OR PLACING OF STOCKPILES WITHIN THE DRIP LINEEXCEPT UNDER THE FOLLOWING CONDITIONS.

(I) ENCROACHMENT ONLY OCCURS ON ONE SIDE AND NO CLOSER TO THE TRUNK THAN EITHER 1.5METRES OR HALF THE DISTANCE BETWEEN THE OUTER EDGE OF THE DRIP LINE AND THE TRUNK, WHICHEVER IS THE GREATER.

(II) A DRAINAGE SYSTEM THAT ALLOWS AIR AND WATER TO CIRCULATE THROUGH THE ROOT ZONE(E.G. A GRAVEL BED) IS PLACED UNDER ALL FILL LAYERS OF MORE THAN 300 MILLIMETRES DEPTH.

(III) CARE IS TAKEN NOT TO CUT ROOTS UNNECESSARILY AND NOT TO COMPACT THE SOIL AROUNDTHEM.

SITE INSPECTION & MAINTENANCE

13. RECEPTORS FOR CONCRETE AND MORTAR SLURRIES, PAINTS, ACID WASHINGS, LIGHT-WEIGHT WASTEMATERIALS AND LITTER ARE TO BE EMPTIED AS NECESSARY. DISPOSAL OF WASTE SHALL BE IN A MANNERAPPROVED BY THE SITE SUPERINTENDENT.

DISTURBED AREA

MIN 1.5 M

10/01/20

14500

5000

ACCESS RAMP CONSTRUCTED ON LOT 20 OF DP1119843. FROM COMPACTED EARTH. COMPACT TO98% STD.

LENGTH TO ENSURE GRADEDOES NOT EXCEED 6.25%



BATTER TO EARTHWORKS TOBLEND INTO DETENTION BASIN

ACCESS RAMP. REFER TODWG C09 FOR DETAILS

EXISTING

CROSSOVER

EXISTING CONCRETE WALL.AVOID EXCESSIVE FILL TOWALL

EXISTING CHAIN WIRE FENCE TOREMAIN

FILL + COMPACT BATTER TO 98% STD. BATTERTO BE 1 IN 3.5 MINIMUM (TYPE).


EXISTING TREES TOBE REMOVED

EXISTING PIT EXISTING PIT

LOT 20

DP: 1119843

LOT 19

DP 1119843

LOT 21

DP 1119843

CUT AREA. REFER

TO NOTE # 2

FILL AREA. REFER

TO NOTE # 3

FALL FALL


APPROX CUT/FILL LINE

x EL 182.74 EL 182.74 x

EL 182.66 x

1IN3.5 BATTERTO RAMP

CUT AND PREPARESUB-GRADE FORRAMP

1IN3.5 BATTERTO RAMP

BASIN. REFER TODRAWING C11

x EL 182.04

x EL

181

.96

x EL 1

81.9

6

x EL 181.96 x EL

181

.93

x EL

181

.93

EL 182.00 x



COPYRIGHT

A1

SHEE

T


Scale

Designed

Datum

Date


Drawing No:


Date

Rev

Horizontal:

7.5

SCALE 1:250 (A1)

2.50 5 12.510

ABN 82 153 018 800

31/07/20

JP

C

PROPOSED EARTHWORKSPLAN

CIVIL DRAWING

BH

CH

NIL

JULY 20


19-027 C0510/01/20


EARTHWORK NOTES:1. LEVELS SHOW REFLECT BOXOUT LEVEL. REFER TO DRAWING

C07 FOR HARDSTAND DETAILS.2. FOR CUT AREA, SCARIFY EXISTING SUB-GRADE TO A DEPTH

OF 100mm PROOF ROLL TO REMOVE SOFT SPOTS,MOISTURE CONDITIONS AND COMPACT TO 98% STD.REFER TO DRAWING C07.

3. FOR FILL AREAS, PLACE CUT IN 250mm LAYERS (LOOSE),MOISTURE CONDITION AND COMPACT TO 98% STD. REFERTO DRAWING C07. TOPSOIL TO BE REMOVED PRIOR WITHSUB-GRADE PREPARATION AS PER ITEM 2.0.

4. BATTERS TO BE 1 IN 3.5 UNLESS NOTED OTHERWISE.5. VEGETATE BATTERS AS REQUIRED. REFER TO LANDSCAPE

PLANS.

LEGEND:


DENOTES EARTHWORKS CONTOURS

DENOTES PROPOSED INTERNAL ACCESSRAMP CHANGE IN GRADE 6.25%

DENOTES APPROX EXTENT OF FILL BATTER.BATTER 1IN3.5

DENOTES APPROX EXTENT OF CUT BATTER.BATTER 1IN3.5

182.50

EARTHWORKS QUANTITIES

1. EXISTING SURFACE TO SUB-GRADE INCLUDESBATTER, BASIN AND ACCESS RAMP.

CUT = 530m³FILL= 300m³

(NO BULKING FACTORS)2. SUB-GRADE TO TOP OF GRAVEL.IMPORTED GRAVEL MATERIAL = 1275m³

(AREA = 4250m²)(NO BULKING FACTORS)

NOTE: QUANTITIES ARE ESTIMATES ONLY ANDMAY VARY SLIGHTLY.

B INCREASED HARDSTAND AREA BC04/02/20


NOTE: BASED IN 1IN3.5 BATTENS

GRAVEL HARDSTAND.REFER TO DRAWING C07FOR DETAILS AND NOTES.

TREES TO BE REMOVED

4000

5370

5000

6676

055

0013

500

4000

8030

38215 4000


LOT 20

DP: 1119843

LOT 19

DP 1119843

LOT 21

DP 1119843

CONTOURS AND FALLS TO

GRAVEL HARDSTAND

FALL FALL

TREES TO BE REMOVED

1000

0

TREES TO BE REMOVED

4300

40740

13785

9000

7713

0

x FL= 183.04 FL= 183.04 x

FL= 183.00 x

FL= 182.96 x

FL= 182.94 x

FL= 182.94 x

x FL=

182.3

4

FL= 182.23 x

3230

x FL=

182.2

6x F

L= 1

82.26

x FL=

182.2

6

x FL=

182.2

3

FL= 182.30 x

CENTRE OF BASIN

2.0m 2.0m

COMPACT GRAVEL RAMPCHANGE IN GRADE TO BE6.25% MAX

x FL 182.04

x FL 182.04



COPYRIGHT

A1

SHEE

T


Scale

Designed

Datum

Date


Drawing No:


Date

Rev

Horizontal:

7.5

SCALE 1:250 (A1)

2.50 5 12.510

ABN 82 153 018 800

05/08/20

JP

D

PROPOSED GRAVELPLAN AND LEVELS

CIVIL DRAWING

BH

BC

NIL

JULY 20


19-027 C0610/01/20


B INCREASED HARDSTAND AREA. BC04/02/20



LEGEND:


DENOTES EARTHWORKS CONTOURS182.50

DENOTES EXTENT OF BUND TOPERIMETER OF HARDSTAND. REFEROT C07

REFER TO BATTERSECTIONS ONC06.1 & C06.2

HARDSTANDTO FLOWINTO BASIN

TOP OF BATTERTO BASIN 182.25



COPYRIGHT

A1

SHEE

T


Scale

Designed

Datum

Date


Drawing No:


Date

RevVertical:

Horizontal:

SCALE 1:50 (A1)

1.5

3

SCALE 1:100 (A1)

0.50

0 1

1

2

2.52

4 5

ABN 82 153 018 800

05/08/20

CH

A

HARDSTANDCROSS SECTIONSSHEET 1 OF 2

CIVIL DRAWING

BH

CH

NIL

JULY 20


19-027 C06.1

WILLFAB SUPERFUNDc/o GRAEME RAYPO BOX 136LAMBTON, NSW, 209905/08/20

CHAINAGE 0.000

X=299960.5Y=6424515.745Z=183.04

Centreline Data

-1.0

918

3.35

183.

3518

3.35

018

3.04

183.

3518

3.04

OFFSET

FINAL DESIGNSURFACES

EXISTING SURFACELEVEL

DESIGN BASINSURFACE

Datum182

CHAINAGE 10.000

X=299969.59Y=6424519.897Z=183.04

Centreline Data

-1.2

418

3.39

183.

3918

3.39

018

3.04

183.

418

3.04

OFFSET



DESIGN BASINSURFACE

Datum182

CHAINAGE 20.000

X=299978.69Y=6424524.049Z=183.04

Centreline Data

-1.2

718

3.4

183.

418

3.4

018

3.04

183.

4118

3.04

OFFSET



DESIGN BASINSURFACE

Datum182

CHAINAGE 30.000

X=299987.79Y=6424528.201Z=183.04

Centreline Data

-1.0

718

3.34

183.

3418

3.34

018

3.04

183.

3418

3.04

OFFSET



DESIGN BASINSURFACE

Datum182

CHAINAGE 40.000

X=299996.89Y=6424532.354Z=183.04

Centreline Data

-1.2

218

3.39

183.

3918

3.39

018

3.04

183.

3918

3.04

OFFSET



DESIGN BASINSURFACE

Datum182

CHAINAGE 50.000

X=300005.98Y=6424536.506Z=183.04

Centreline Data

-1.1

418

3.37

183.

3718

3.37

018

3.04

183.

3618

3.04

OFFSET



DESIGN BASINSURFACE

Datum182

CHAINAGE 60.000

X=300012.82Y=6424533.721Z=182.95

Centreline Data

-1.4

318

3.36

183.

3618

3.36

018

2.95

183.

3618

2.95

OFFSET



DESIGN BASINSURFACE

Datum182

CHAINAGE 70.000

X=300012.4Y=6424527.272Z=182.95

Centreline Data

-1.2

118

3.29

183.

2918

3.29

-0.7

518

3.15

183.

2918

3.15

-0.4

183.

2518

3.29

183.

25

018

2.95

183.

318

2.95

OFFSET



DESIGN BASINSURFACE

Datum182

CHAINAGE 80.000

X=300016.56Y=6424518.175Z=182.86

Centreline Data

-0.9

818

3.13

183.

1318

3.13

-0.7

518

3.06

183.

1318

3.06

-0.4

183.

1618

3.14

183.

16

018

2.86

183.

1518

2.86

OFFSET



DESIGN BASINSURFACE

Datum182

CHAINAGE 90.000

X=300020.71Y=6424509.078Z=182.77

Centreline Data

-0.8

218

2.99

182.

9918

2.99

-0.7

518

2.97

182.

9918

2.97

-0.4

183.

0718

2.99

183.

07

018

2.77

182.

9918

2.77

OFFSET



DESIGN BASINSURFACE

Datum182

CHAINAGE 100.000

X=300024.86Y=6424499.981Z=182.68

Centreline Data

-1.2

218

2.75

182.

7518

2.75

-0.7

518

2.88

182.

7518

2.88

-0.4

182.

9818

2.75

182.

98

018

2.68

182.

7518

2.68

OFFSET



DESIGN BASINSURFACE

Datum182

CHAINAGE 110.000

X=300029.01Y=6424490.883Z=182.59

Centreline Data

-1.8

818

2.46

182.

4618

2.46

-0.7

518

2.79

182.

4818

2.79

-0.4

182.

8918

2.48

182.

89

018

2.59

182.

4918

2.59

OFFSET



DESIGN BASINSURFACE

Datum182

CHAINAGE 120.000

X=300033.17Y=6424481.786Z=182.5

Centreline Data1 in -3.5

-2.7

118

2.14

182.

1418

2.14

-0.7

518

2.7

182.

1218

2.7

-0.4

182.

818

2.12

182.

8

018

2.5

182.

1118

2.5

OFFSET



DESIGN BASINSURFACE

Datum181

CHAINAGE 130.000

X=300037.32Y=6424472.689Z=182.4

Centreline Data 1 in -3.5

-3.4

818

1.83

181.

8318

1.83

-0.7

518

2.6

181.

8218

2.6

-0.4

182.

718

1.82

182.

7

018

2.4

181.

8218

2.4

OFFSET



DESIGN BASINSURFACE

Datum181

CHAINAGE 140.000

X=300041.47Y=6424463.592Z=182.31


-4.5

918

1.42

181.

4218

1.42

-0.7

518

2.51

181.

4718

2.51

-0.4

182.

6118

1.47

182.

61

018

2.31

181.

4718

2.31

OFFSET



DESIGN BASINSURFACE

Datum181

CHAINAGE 190.000

X=299999.04Y=6424448.543Z=182.27

Centreline Data

1 in -3.5

-5.1

418

1.21

181.

2118

1.21

-0.7

518

2.47

181.

3218

2.47

-0.4

182.

5718

1.33

182.

57

018

2.27

181.

3418

2.27

OFFSET



DESIGN BASINSURFACE

Datum181

NOTE: ROUND OFFPERMANENT BUND

: DENOTES FINISH SURFACELEVEL TO HARDSTAND

: DENOTES EXISTING SURFACE LEVEL

LEGEND



COPYRIGHT

A1

SHEE

T


Scale

Designed

Datum

Date


Drawing No:


Date

RevVertical:

Horizontal:

SCALE 1:50 (A1)

1.5

3

SCALE 1:100 (A1)

0.50

0 1

1

2

2.52

4 5

ABN 82 153 018 800

05/08/20

CH

A

HARDSTAND CROSS SECTIONSSHEET 2 OF 2

CIVIL DRAWING

BH

CH

NIL

JULY 20


19-027 C06.2


CHAINAGE 200.000

X=299991.17Y=6424448.539Z=182.37


-4.6

618

1.45

181.

4518

1.45

-0.7

518

2.57

181.

4418

2.57

-0.4

182.

6718

1.44

182.

67

018

2.37

181.

4418

2.37

OFFSET



DESIGN BASINSURFACE

Datum181

CHAINAGE 210.000

X=299987.02Y=6424457.637Z=182.46

Centreline Data 1 in -3.5

-4.3

818

1.62

181.

6218

1.62

-0.7

518

2.66

181.

7518

2.66

-0.4

182.

7618

1.75

182.

76

018

2.46

181.

7618

2.46

OFFSET



DESIGN BASINSURFACE

Datum181

CHAINAGE 220.000

X=299982.87Y=6424466.734Z=182.55


-3.7

181.

9118

1.91

181.

91

-0.7

518

2.75

182.

0818

2.75

-0.4

182.

8518

2.08

182.

85

018

2.55

182.

0818

2.55

OFFSET



DESIGN BASINSURFACE

Datum181

CHAINAGE 230.000

X=299978.72Y=6424475.831Z=182.64

Centreline Data

1 in -3.5

-2.5

618

2.32

182.

3218

2.32

-0.7

518

2.84

182.

4118

2.84

-0.4

182.

9418

2.42

182.

94

018

2.64

182.

4218

2.64

OFFSET



DESIGN BASINSURFACE

Datum182

CHAINAGE 240.000

X=299974.56Y=6424484.928Z=182.73

Centreline Data

-1.9

418

2.59

182.

5918

2.59

-0.7

518

2.93

182.

6218

2.93

-0.4

183.

0318

2.63

183.

03

018

2.73

182.

6418

2.73

OFFSET



DESIGN BASINSURFACE

Datum182

CHAINAGE 250.000

X=299970.41Y=6424494.025Z=182.82

Centreline Data

-1.5

118

2.81

182.

8118

2.81

-0.7

518

3.02

182.

8218

3.02

-0.4

183.

1218

2.83

183.

12

018

2.82

182.

8518

2.82

OFFSET



DESIGN BASINSURFACE

Datum182

CHAINAGE 260.000

X=299966.26Y=6424503.123Z=182.91

Centreline Data

-1.1

318

318

318

3

-0.7

518

3.11

183.

0318

3.11

-0.4

183.

2118

3.06

183.

21

018

2.91

183.

0818

2.91

OFFSET



DESIGN BASINSURFACE

Datum182

CHAINAGE 270.000

X=299962.11Y=6424512.22Z=183

Centreline Data

-0.9

618

3.26

183.

2618

3.26

-0.7

518

3.2

183.

2818

3.2

-0.4

183.

318

3.3

183.

3

018

318

3.33

183

OFFSET



DESIGN BASINSURFACE

Datum182

CHAINAGE 273.874

X=299960.5Y=6424515.744Z=183.04

Centreline Data

-1.0

518

3.33

183.

3318

3.33

-0.7

518

3.24

183.

3418

3.24

-0.4

183.

3418

3.35

183.

34

018

3.04

183.

3518

3.04

OFFSET



DESIGN BASINSURFACE

Datum182

NOTE: ROUND OFFPERMANENT BUND

: DENOTES FINISH SURFACELEVEL TO HARDSTAND

: DENOTES EXISTING SURFACE LEVEL

LEGEND

CBR 3.5%EXISTING SUBGRADE

150

GENERAL HARDSTANDSCALE 1:20 (A1)

150mm SUB-BASE MATERIAL COMPLIANT WITH ARRB SP#4.COMPACT TO 102% STD. (2% ≤ SOMC ≤ 0%)

150mm SUB-BASE MATERIAL COMPLIANT WITH ARRB SP#41.COMPACT TO 100% STD. (2% ≤ SOMC ≤ 0%)

COMPACTED TO 98% STD. (2% ≤ SOMC ≤ 0%)

SCARIFY EXISTING SUB-GRADE TO A DEPTHOF 100mm. MOISTURE CONDUCTION ANDCOMPACT TO 98% STD.

GRAVEL PAVEMENT SURFACE. LAID TOFALLS AS SHOWN.

150

100

52000

8613

0

4000

5000

4000

1000

0

4000

BOUNDARY

BOUNDARY

BOU

ND

ARY

BOU

ND

ARY

GRAVEL HARDSTAND.REFER TO DRAWING C08FOR LEVELS + FALLS

EXISTING CONCRETE WALL TOBOUNDARY

14500

80304000

PROPOSED 300mm THICKGRAVEL HARDSTAND FORSTORAGE OF MATERIALAND SCAFFOLD PRODUCTS

EXISTING STORMWATER PIT

TO ROAD

9000


LOT 20

DP: 1119843

LOT 19

DP 1119843

LOT 21

DP 1119843

FALL FALL

5200

19700

4300

SITE DISCHARGE

PIPE. REFER TO C11

AND C14.

2600

3500

4200

3500

S1C08

S2C08

S5C08

S6C08

1000

0 2400

5000

1350

0

S3C08

S4C08

PROPOSEDCONCRETE ACCESS.REFER TO S09

PROPOSEDCONCRETE CROSSOVER. REFER TOCOUNCILS DETAILS

CH

0.0

CH

4.0

CH

18.5

REFER TO RAMPLONG SECTIONON S08

170

100


CONCRETE DRIVEWAY DETAILSSCALE 1:10 (A1)

SCARIFY SUB-GRADE TO ADEPTH OF 100mm ANDCOMPACT SUB-GRADE TO 98%STD.

NOTE: IF THE EXISTING SUB-GRADE IS NOT SMOOTH, LEVEL WITH SAND.

SL82 MESH TOP& BOTTOM.

HEAVY DUTY CONCRETECROSSOVER. Fc = 32MPa. WOODTROWEL FINISH TO SURFACE

PROPOSED 300mm THICK GRAVELHARDSTAND

1 IN 3.5 BATTER TO SLOPE

300

400400COMPACTED 95% FILLMOUND TO PERIMETER OFPAVEMENT 300mm HIGHTO CONTROL RUNOFF.LANDSCAPE AS PERDRAWING ON C15

VEGETATE BATTER AS PER DRAWING C15

BOUNDING TREATMENT TO PERIMETERSCALE 1:10 (A1)



COPYRIGHT

A1

SHEE

T


Scale

Designed

Datum

Date


Drawing No:


Date

Rev

Horizontal:

7.5

SCALE 1:250 (A1)

2.50 5 12.510

ABN 82 153 018 800

05/08/20

A ISSUED FOR APPROVAL.A JP

D

PROPOSED HARDSTANDPLAN

BH

CH

NIL

JULY 20


19-027 C0710/01/20


GENERAL HARDSTANDSCALE 1:250 (A1)

NOTES:1. ASSUMED CBR = 3.5% (SOAKED). CBR STRENGTH TO BE

DETERMINED ON SITE.2. SUB-BASE MATERIAL AS NOTED TO HAVE AS A MINIMUM:

GRADING: IN ACCORDANCE WITH ARRB SPECIAL REPORT#41 CBR STRENGTH: GREATER THAN 40% (SOAKED) STONE SIZE = 20mm PI LESS THEN 12%

3. DESIGNED ESA's 1.42 x 104 ESA's OVER A 5 YEAR DESIGN LIFE4. SUB - GRADE PREPARATION WORKS TO INCLUDE: REMOVE TOPSOIL AND BUND TO FRONTAGE AS SHOWN REMOVE ANY ORGANIC MATTER AND TREE ROOTS

WHERE APPLICABLE PROOF ROLL SUB - GRADE TO ENSURE NO UNSUITABLE

OR SOFT MATERIAL EXISTS. IF SO, REMOVE AND REPLACEWITH CLEAN APPROVED FILL SCARIFY TO A DEPTH OF 150mm, MOISTURE CONDITION

AND COMPACT TO 98% STD

GENERAL HARDSTAND AREA: PAVEMENT BASED ON SUB-GRADESTRENGTH OF CBR=3.5%. TOTAL PAVEMENT THICKNESS 300mm.REFER TO DETAILS BELOW

MAIN ENTRY TO SITE: CONCRETE THICKNESS BASED ON SUB-GRADESTRENGTH OF CBR = 3.5%. TOTAL PAVEMENT THICKNESS 170mm.REFER TO DETAILS ON C09. MAXIMUM GRADIENT OF PAVEMENT TOENTRY 6.25%.

PROPOSED ACCESS RAMP TO LOT 20 OF DP 1119843

LEGEND:




SCALE:HORIZONTAL 1:200 (A1)VERTICAL1:100 (A1)

SECTION S1 - HARDSTAND AREA





RL= 182.26▼EL= 181.96▼

▼ RL= 182.62

▼ RL= 182.32

▼ EL= 182.64

▼ RL= 182.94

BOU

ND

ARY

BOU

ND

ARY

BOU

ND

ARY

BOU

ND

ARY

EXISTING GROUNDPROFILE


GRAVEL HARDSTAND

GRAVEL HARDSTAND

RL= 183.04▼EL= 182.74 ▼

BATTER 1IN3.5

EXISTING FENCE TOBE RETAINED

EXISTING FENCE TOBE RETAINED EXISTING FENCE TO

BE RETAINED

CUT TO FILL

TREAT SUB-GRADE AS NOTEDON EARTHWORK DWG

ACCESS RAMP TOLOT 21

520004000 4000

3980011880 4000

COMPACTED FILL. REFER TONOTES ON EARTHWORKS.

DRIVEWAY TOLOT #19

DRIVEWAY TOLOT #19 BATTER



3540

780

ACCESS ENTRY

4500

ACCESS ENTRY

34000BASIN


BATTERSTORMWATER PITTO BASIN. REFERTO C11

4260

BOU

ND

ARY


11400

DRIVEWAY TOLOT #19

BOU

ND

ARY


5850

RL= 182.49▼EL= 182.19▼

BOU

ND

ARY

BOU

ND

ARY


GRAVEL HARDSTAND

EXISTING FENCE TOBE RETAINED EXISTING FENCE TO

BE RETAINED520004000 4000


DRIVEWAY TOLOT #19

BATTER

14500

PERMANENT

BUND

BATTER TO

DRIVEWAY

BUND TOPERMANENT

RL=182.32EL=182.02

BASIN

RL=182.25 FILL TO BASIN

RL=181.36

1IN2.5 BATTERTO DRIVEWAY RL=182.25

Vertical Geometry Grade (%)Vertical Grade Length

0

180.

97

183.

40

4.00

182.

8418

2.36

CHAINAGE TO RAMP

DESIGN LEVELS ONRAMP CENTERLINE

EXISTING SURFACE LEVELS

DATUM R.L.176.00

182.

93

1% 6.25%

STA

RT O

F RA

MP

BOU

ND

ARY

HA

RDST

AN

D A

REA

END

OF

RAM

P

EXISTING GROUNDLEVEL TO BRANDS(FLAT)

18.5

018

2.04

182.

04

1IN3.5 BATTER TOEITHER SIDE OF RAMP



COPYRIGHT

A1

SHEE

T


Scale

Designed

Datum

Date


Drawing No:


Date

Rev

Horizontal:

SCALE 1:200 (A1)

20 4 106 8

ABN 82 153 018 800

05/08/20

CH

A

TYPICAL SECTIONSSHEET 2

CIVIL DRAWING

BH

CH

NIL

JULY 20


19-027 C08


C INCREASED HARDSTAND AREA BC04/02/20


D ISSUED FOR APPROVAL. CH05/08/20




19000

4000 77130

BATTER CUT TO FILL

EXISTING FENCE/GATES TOBE RETAINED


▼ EL= 181.96

GRAVEL HARDSTAND

KERB ANDGUTTER


BOU

ND

ARY

BOU

ND

ARY

ACCESS ENTRY

CRESCENT

ENTERPRISE

EL= 182.74 ▼RL= 183.04 ▼



50008300

KERB AND GUTTER

EXISTING FENCE/GATES TOBE RETAINED

BASIN

ONSITE DETENTION

13500826304000EXISTING FENCE TOBE RETAINED

BOU

ND

ARY

CUT TO FILL

GRAVEL HARDSTAND


BATTER TO TRANSITIONINTO BASIN

▼ RL= 181.96

▼ RL= 182.26RL= 182.74 ▼RL= 183.04▼

BOU

ND

ARY

TRENCH GRATE TO DRIVEWAY.REFER TO C09.

▼ RL= 182.26DRIVEWAY. REFER TOC011 FOR DETAILS

▼ RL= 181.52

▼ RL= 181.25



COPYRIGHT

A1

SHEE

T


Scale

Designed

Datum

Date


Drawing No:


Date

Rev

Horizontal:

SCALE 1:200 (A1)

20 4 106 8

ABN 82 153 018 800

05/08/20

CH

A

TYPICAL SECTIONSSHEET 2

BH

CH

NIL

JULY 20


19-027 C08.1


CENTRELINE LONGSECTION.REFER TO DETAIL

NEW CONCRETECROSSOVER TO EXISTING

x 181.40

x

181.41

x 181.26

x

181.26

x 180.85

x

180.87

x 180.73

x

180.69

1150

028

0090

00

ENTERPRISE CRESCENT

APPROXIMATERAMP HEIGHT

1800mm HIGH CHAINWIRE FENCE

2 x 3m GATES

x

182.26

x 182.26

TOP OF GRAVEL

VARIABLESTEPDOWN

1120

VARIABLESTEPDOWN

1120

x 182.45

300mm HIGH ELEVATEDBUND TO DIVERT RUNOFFTO BASIN, NOT DOWNDRIVEWAY

x 182.34

CONCRETE CROSSOVER.REFER TO DETAILS

S.J

S.J

170mm THICKDRIVEWAY. REFERTO DETAILS

INTO BASINBATTER

PROPOSED 200mmWIDE x 150mm DEEPTRENCH DRAIN

S.J S.J

S.J

S.J

S.J

FL 181.26

x

600x600x600CONCRETE PIT TO END OF TRENCHGRATE TO DIVERT WATER INTO BASIN.HEAVY DUTY GRATE TO PITGL=182.26IL-181.66

150 UPVCPIPE INTO BASIN

BUND

INVERT LEVELTO PIPE 181.65 BASIN

CONCRETE AND MASS ROCKHEADWALL TO PIPE OUTLET

181.60

181.60

CONTRACTOR TO REQUESTSECTION 138 PERMITTEDFROM COUNCIL FORCROSSOVER WORKS

1IN4 BATTERTO DRIVEWAY

IP C

H. 5

.73

RL.1

80.6

4IP

CH

. 6.1

8 RL

.180

.6IP

CH

. 6.6

3 RL

.180

.74

IP C

H. 1

6.63

RL.

181.

06

CH

.11.

63

RL.

180.

9

CH

.21.

63

RL.

181.

52

10m VCVertical Curve Length (m)R = 164.65Vertical Curve Radius (m)

-2.97 % -8.89 %31.11 % 3.2 % 9.27 %Vertical Geometry Grade (%)5.73m 0.45m0.45m 10m 12.94mVertical Grade Length

018

0.81

-0.0

0818

0.82

5.73

180.

640.

012

180.

63

6.18

180.

6-0

.104

180.

7

6.63

180.

740.

054

180.

69

1018

0.84

80.

183

180.

66

11.6

318

0.9

0.21

418

0.69

16.6

318

1.13

60.

014

181.

12

2018

1.38

10.

2118

1.17

21.6

318

1.52

40.

345

181.

18

29.5

718

2.26

0.91

918

1.34

CHAINAGE DRIVEWAY

DESIGN LEVELS ON DRIVEWAY CENTREINE

CUT/FILL DEPTH

EXISTING SURFACEON DRIVEWAY CENTRELINE

DATUM R.L.176.00

LONGSECTION CENTRELINE OF DRIVEWAYHORIZONTAL SCALE 1:100VERTICAL SCALE 1:50

CHANGE IN GRADE LESSTHEN 6.25%

300

SL82 MESH TOP AND BOTTOMHEAVY DUTY , GRATE TO SUIT TRENCH GRATE PROPOSED GRAVEL PAD. REFER

TO DETAILS

170

100

200W x 150D TRENCH GRATE TO DRIVEWAY50mm THICK SUB-BASEMATERIAL UNDERDRIVEWAY COMPACT TO98% STD.

N12 - 400CTS WITH5N12 LONG BARS

DETAIL A - TRENCH GRATE TO DRIVEWAY DETAILSCALE 1:10 (A1)

100 200 100

150

150

170

SL82 MESH TOP &BOTTOM.

HEAVY DUTY CONCRETE CROSSOVER.Fc = 32MPa. WOOD TROWEL FINISH TO SURFACE

100


CONCRETE DRIVEWAY DETAILSSCALE 1:10 (A1)

SCARIFY SUB-GRADE TO ADEPTH OF 100mm ANDCOMPACT SUB-GRADE TO 98%STD.

NOTE: IF THE EXISTING SUB-GRADE IS NOT SMOOTH, LEVEL WITH SAND.

COMPACTED GRANULAR FILL.WITH CONCRETE OR FULLYTHIS AREA TO BE BACKFILLEDANY EXCAVATION IN

TO COUNCIL'S SPECIFICATION FORDETAILS.

OF CONCRETE.FROM BOTTOMF72 MESH 50mm

STANDARD LAY BACK KERB. REFER

150

450 450

4025

150

TYPICAL CROSSOVER DETAILSCALE 1:10 (A1)

75

- CONCRETE STRENGTH TO BE 32MPa AT 28 DAYS.

SEAL INTERFACE

DRIVEWAY

R16 GALVANISED DOWELSAT 600mm CTS. 300mmLONG CAPPED ANDGREASED AT ONE ENDSL82 MESH TOP.

4mm SAWCUT WITHIN 12-24HOURS OF PLACING SLABFILLED WITH APPROVED JOINTSEALANT.25

170

SAWCUT JOINT DETAILSCALE 1:10 (A1)



COPYRIGHT

A1

SHEE

T


Scale

Designed

Datum

Date


Drawing No:


Date

Rev

Horizontal:

3

SCALE 1:100 (A1)

0 1 2 4 5

ABN 82 153 018 800

05/08/20

CH

D

DRIVEWAY PLAN AND LONGSECTION

BH

JP

NIL

JUNE 20


19-027 C0910/01/20


ACCESS ENTRY PATHSCALE 1:100 (A1)


LEGEND:

- DENOTES 300mm HIGH x 800mm WIDE GRAVEL BUND TOAREA OF GRAVEL HARDSTAND TO DIVERT RUNOFF AWAYFROM DRIVEWAY


D GENERAL AMENDMENTS JP05/08/20

- DENOTES SAW CUT JOINTS. REFER TO DETAILS

3500

PROPOSEDDRIVEWAYPROFILE

3500


3500




COPYRIGHT

A1

SHEE

T


Scale

Designed

Datum

Date


Drawing No:


Date

Rev

Horizontal:

ABN 82 153 018 800

04/02/20

CH

B

TURNING TEMPLATECIVIL DRAWING

BH

BC

NIL

DEC 19


19-027 C1010/01/20


TURNING TEMPLATE - LEFT IN SCALE: 1:200 (A1)

TURNING TEMPLATE - RIGHT IN SCALE: 1:200 (A1)

TURNING TEMPLATE - U-TURNSCALE: 1:250 (A1)

B INCREASE HARDSTAND AREA BC04/02/20

Ø225

REINFORCEDGRASS

PROPOSED DETENTIONBASIN TO SITE. REFER TOC12 FOR DETAILS. SEETABLE 1.0 FOR HEIGHTSAND VOLUME DETAILS

900x900x750PRE-CASTCONCRETE PIT.GRATE RL = 181.57Ø170MM ORIFICEPLATE TO PIT WALL

PROPOSED ACCESSRAMP TO SITE

EXISTING Ø225 PVC STUB. CONNECTINTO ALLOTMENT PIPE TO STUB

EXISTING INLET PIT

Ls1-

EXISTING INLET PIT(GRATE) TO REMAIN

x 181.60

x 181.60 x 181.50

x 181.50

4.0m

1000 WIER TO HARDSTANDO PROMOTE RUNOFF

TO BASIN (WIDTH 4.0m)

181.60 x

181.60 x

Ø150PVC PIPE1% FALL TOBASIN

I=181.65

600x600x750mmCONCRETE PITTO SERVICETRENCH GRATE

MASS STONEHEADWALL

200x150 CLASS DTRENCH GRATE

900x900x750 CONCRETE PITWITH MEDIUM DUTY GRATE.GRATE RL 181.57.BOTTOM RL180.82

Ø170mm STEELORIFICE PLATE.REFER TO C14 FORDETAILS

Ø225 UPVC PIPE TOPIT IN STREET.

IP C

H. 2

.16

RL.1

82.2

5

IP C

H. 4

.26

RL.1

81.6

IP C

H. 1

0.08

RL.

181.

58

IP C

H. 3

5.26

RL.

181.

5

IP C

H. 3

6.76

RL.

181.

57

IP C

H. 3

8.26

RL.

181.

6

IP C

H. 4

0.36

RL.

182.

25IP

CH

. 40.

66 R

L.18

2.25

CH

.3.0

8

RL.

181.

97

CH

.20.

08

RL.

181.

55

CH

.30.

08

RL.

181.

52

Vertical Curve Length (m)

Vertical Curve Radius (m)

018

1.36

20.

202

181.

16

2.16

182.

251.

099

181.

15

3.08

181.

967

0.81

718

1.15

4.26

181.

60.

446

181.

15

10.0

818

1.58

20.

374

181.

21

2018

1.55

0.25

318

1.3

30.0

818

1.51

70.

156

181.

36

35.2

618

1.5

0.07

181.

43

36.7

618

1.57

0.11

718

1.45

38.2

618

1.6

0.12

518

1.48

4018

2.13

80.

675

181.

46

40.3

618

2.25

0.79

718

1.45

40.6

618

2.25

0.80

518

1.44

43.3

718

1.34

90.

001

181.

35

CHAINAGE ALONGBASIN CENTRELINE

DESIGN LEVELS ONBASIN CENTRELINE

CUT/FILL DEPTH

EXISTING SURFACEALONG BASIN CENTRELINE

DATUM R.L.177.00

LONGSECTION CENTRELINE OF DETENTION BASIN HORIZONTAL SCALE 1:200 (A1)VERTICAL SCALE 1:100 (A1)

Ø150 UPVCTO DRIVEWAY

IL(PIPE)=181.65



COPYRIGHT

A1

SHEE

T


Scale

Designed

Datum

Date


Drawing No:


Date

Rev

Horizontal:

ABN 82 153 018 800

05/08/20

CH

D

BASIN PLANAND LONGSECTION

CIVIL DRAWING

BH

CH

NIL

JULY 20


19-027 C1110/01/20


LEGEND

- DENOTES EXISTING GRATE AND PIT TOENTERPRISE CRESCENT

- DENOTES EXISTING GRATED INLET PIT WITHENTRY TO ENTERPRISE CRESCENT. PIT HASAN EXISTING Ø225 PVC STUB.

BASIN VOLUME

RL AREA (m²) VOLUME (m³)

181.50 0 0

181.60 118.35 8.35

181.70 139.27 21.23

181.80 160.68 36.22

181.90 182.57 53.38

182.00 204.95 72.75

182.10 227.81 94.38

182.20 250.61 118.32

182.25 261.85 131.13

TABLE 1.0: BASIN VOLUME

STORM EVENTOUTLET FLOW

(m³/SEC)REQUIREDVOLUME

CRITICALSTORM EVENT WATER LEVEL

GENERATEDFLOWRATE POSTDEVELOPMENT

(m³/SEC)

PRE-DEVELOPMENTFLOWRATE(m³/SEC)

100 ARI 0.063 105m³ 25min 182.16 0.253 0.179

50 ARI 0.061 84m³ 25min 182.07 0.218 0.143

20 ARI 0.06 43m³ 25min 181.87 0.197 0.118

10 ARI 0.059 38m³ 25min 181.85 0.165 0.085

5 ARI 0.058 34m³ 25min 181.81 0.138 0.064

TABLE 2.0: STORMWATER CHARACTERISTICS

STORMWATER CALCULATION

1. TOTAL SITE AREA = 6008m²2. PERVIOUS AREA = 2108m² (35%)3. IMPERVIOUS AREA = 3900m² (65%)4. PERMISSIBLE SITE DISCHARGE: 0.106m²/sec/hec

= 0.106 x 0.6008= 0.0063m³ hec

= 63.6 litre/sec5. PROPOSED BASIN VOLUME: REFER TO TABLE 1.06. STORAGE AND WATER LEVELS IN BASIN WITH

Ø170 ORIFICE OUTLET TO ENSURE PSD IS NOTEXCEEDED. SHOWN IN TABLE 2.0.

7. FOR STORMS IN EXCESS OF 100 ARI, A WEIR HASBEEN PROVIDED. THE HEIGHT OF THE WEIR IS RL182.15 I.E AT THE 100 ARI WATER LEVEL.

8. THE PROPOSED WEIR AND OPEN CHANNELDOWN STREAM OF THE WEIR HAS BEENDESIGNED FOR 0.244 m³/sec.WEIR DESIGN:

- Q = 0.244- W =4.0 (BASED ON 1 IN 3)- COEFF = 2.0- REQUIRED HEAD (H) = 95mm (182.25

TOP OF BANK)- WEIR HEIGHT = 182.15- WATER HEIGHT = 182.245

100



BASIN PLANSCALE: 1:200 (A1)




COPYRIGHT

A1

SHEE

T


Scale

Designed

Datum

Date


Drawing No:


Date

RevVertical:

Horizontal:

SCALE 1:50 (A1)

1.5

3

SCALE 1:100 (A1)

0.50

0 1

1

2

2.52

4 5

ABN 82 153 018 800

05/08/20

CH

BASIN CROSS SECTIONSSHEET 1

BH

CH

NIL

JULY 20


19-027 C1210/01/20



C ISSUED FOR APPROVAL. CH05/08/20

CHAINAGE 0.000

X=300040.62Y=6424458.606Z=181.6

Data at Basin Base 1 in 3.23

-2.6

218

1.51

181.

99

-2.1

181.

518

2.25

018

1.47

181.

6

OFFSET ALONGBASIN BASE


DESIGN BATTERSTO BASIN

Datum181

CHAINAGE 10.000

X=300037.13Y=6424453.207Z=181.51

Data at Basin Base

1 in -3

1 in 2.84

-7.1

618

0.66

180.

66

-2.4

181.

3618

2.25

-2.1

181.

3618

2.25

018

1.37

181.

51




Datum180

CHAINAGE 20.000

X=300028.04Y=6424449.033Z=181.54

Data at Basin Base

1 in -3

1 in 3.46

-6.6

180.

7518

0.75

-2.4

181.

318

2.15

-2.1

181.

318

2.15

018

1.3

181.

54




Datum180

CHAINAGE 30.000

X=300018.95Y=6424444.86Z=181.58

Data at Basin Base

1 in -3

1 in 3.12

-7.2

218

0.64

180.

64

-2.4

181.

218

2.25

-2.1

181.

218

2.25

018

1.22

181.

58




Datum180

CHAINAGE 40.000

X=300010.89Y=6424444.286Z=181.6

Data at Basin Base

1 in -3.31 in 3.23

-4.5

718

1.17

181.

5

-2.1

181.

1618

2.25

018

1.15

181.

6




Datum181

CHAINAGE 50.000

X=300019.31Y=6424448.98Z=181.57


-2.5

218

1.3

182.

24

-2.1

181.

2918

2.23

018

1.27

181.

57




Datum181

CHAINAGE 60.000

X=300028.42Y=6424453.096Z=181.54


-2.5

618

1.32

182.

23

-2.1

181.

3118

2.25

018

1.31

181.

54




Datum181

CHAINAGE 70.000

X=300037.53Y=6424457.213Z=181.5


-2.6

181.

4418

2.27

-2.1

181.

4318

2.25

018

1.42

181.

5




Datum181

CHAINAGE 73.383

X=300040.62Y=6424458.606Z=181.6


-2.6

218

1.51

182.

29

-2.1

181.

518

2.25

018

1.47

181.

6




Datum181

- FLOOR TO DETENTION BASIN

- EXISTING SURFACE LEVELS

- GRAVEL HARDSTAND AREA

LEGEND

ANCHORBLOCKS REFERTO DETAILSIP

CH

. 4.1

RL.

180.

5

IP C

H. 5

.52

RL.1

80.3

4

-11.45 % -11.3 % -11.3 %Vertical Geometry Grade (%)4.1m 1.42m 12.3mVertical Grade Length

018

0.97

-0.6

118

1.58

4.10

418

0.5

-1.5

218

2.02

5.52

180.

34-1

.33

181.

67

17.8

217

8.95

-1.6

180.

55

CULVERTCHAINAGE

DESIGN LEVELS ONOUTLET PIPE CENTRELINE

DEPTH BELOWDESIGN

DESIGN SURFACE ONOUTLET PIPE CENTRELINE

DATUM R.L.176.00

HORIZONTAL SCALE 1:100 (A1)VERTICAL SCALE 1:50 (A1)

PIT 1 900x900x750 CONCRETEPIT

SILT TRAPTO BASIN

Ø170 ORIFICE FIXTO PIT. REFER TODETAIL

EXISTINGSTORMWATERPIT

UPVC COLLAR TOJOIN PIPES TOEXISTING STUB

2480 5000

Ø225 UPVCPIPE

BOU

ND

ARY

8.00

13.0

0

740

ENTREPRISECRES

PIT BASE

180.82

IL=180.97

LONGSECTION: Outlet Pipe (Ø225mm) From Basin

PROPOSED NEW

DRIVEWAY

REMOVE EXISTING

PIPE STUB FROM PIT

AND SEAL

NEIGHBOURING

DRIVEWAY

BOUNDARY

BOTTOM OFDRIVEWAY 1 IN 4 (MIN)

CONCRETEDRIVEWAY

200Wx150DTRENCH GRATETO DRIVEWAY

IL TRENCH= 182.55

IL=181.51

Ø150UPVCPIPE AT 1%

CONCRETE FILL MASSROCKS TO Ø150PIPE

CH 0.00

CH 7.00CH 1

0.50

PIT 2 - 600x600x750DEEP PIT WITH 150SUMP WITH HEAVYDUTY GRATERL=182.26IL=181.66

EXISTING PIPE STUB TO BACK OFPIT. LOCATION TO BECONFIRMED (APPROX SIZEØ225). APPROX LEVEL = 178.95

CONNECT NEWØ225 INTO EXISTINGSTUB

45° ELBOWS

PIT1- 900 x 900 x 750 PITWITH MEDIUM DUTY GRATERL: 181.57IL: 180.82

EXISTING KERB INLETGL = 180.37IL - 178.82

Ø170mm ORIFICEPLATE FIXED TO PITWALL. REFER TODETAIL

3500mm WIDEBASE OF BASIN

450

05S14

1000

150

900

900

150

150

BOUNDARY

150mm WIDE MASS CONCRETETHRUST BLOCKS EMBEDDED150mm INTO NATURALGROUND. REFER TO DETAIL.

6-

5850

CH 13.00

CH 8.00

1750

1750

EXISTING SEWEREXISTINGDRAIN PIT

EXISTINGDRAIN PIT

1.0 %Vertical Geometry Grade (%)7mVertical Grade Length

018

1.66

10.5

018

1.51

CULVERTCHAINAGE

DESIGN LEVELS ONOUTLET PIPE CENTRELINE

DATUM R.L.177.00

HORIZONTAL SCALE 1:100 (A1)VERTICAL SCALE 1:50 (A1)

600x600x 750DEEP PIT WITH150mm SUMP

Ø150 UPVCPIPE

BASIN

1.0 %3.5m

LONGSECTION: Outlet Pipe (Ø150mm) From DRIVEWAY

181.

567.

00



COPYRIGHT

A1

SHEE

T


Scale

Designed

Datum

Date


Drawing No:


Date

RevVertical:

Horizontal:

SCALE 1:50 (A1)

1.5

3

SCALE 1:100 (A1)

0.50

0 1

1

2

2.52

4 5

ABN 82 153 018 800

05/08/20

CH

C

PIPE PLAN AND LONGHSECTIONS CIVIL DRAWING

BH

CH

NIL

JULY 20


19-027 C1310/01/20



C ISSUED FOR APPROVAL. CH05/08/20

PIPE PLANSCALE: 1:100 (A1)

NOTE: LOCATION OF THRUST BLOCKS SHOWN ON LONG SECTION

▼ 180.82

TOP OF BANK (BEHIND)

▼ 182.15 LATERAL WEIR HEIGHT

Ø170 - ORIFICE PLATEFIXED TO PIT WALL.CENTRE OF ORIFICE

▼ 181.57 (GRATE) FALL

STORAGE BASIN

Ø225 - UPVC

OUTFLOW

▼ 182.25

SECTION 05S131:20 (A1)

Ø170

WALL OF BASIN1 IN 3 (MIN)

100

70

1000 x 100 x100mmTHICK FREEDRAINING PIT

150 TO PIPE INVERT

▼ 180.97

6xØ20 HOLES TOPIT FLOOR TODRAIN INTOGRAVEL.

GRAVEL

▼ 181.57

1000 900 x 900 x 750 DEEP 1000

▼ 181.50

SED

IMEN

T T

RAP

PRIO

RTO

GRA

TE D

RAIN

FALL▼ 181.60 FALL

DETENTION BASIN TO BE CONSTRUCTED IN150mm LAYERS. USE CLAY WON FROMCUT AND COMPACTED TO 100% STD.INTERFACE BETWEEN LAYERS TO BEROUGH. ALLOW CLAYS TO DRY BACK TOLESS THAN OPTIMUM

150

LIN

E O

F TR

ENC

H

150

150

2R10 U-BARSCENTRAL400mm LONGLEGS

Ø225

300150

LIN

E O

F TR

ENC

H

F'c = 25mPaCONCRETE

SECTION 6 - ANCHOR BLOCK DETAILSCALE 1:10 (A1)

▼ 180.82

▼ 180.97

150

SILT TRAP

170

55

900x900 SUMP PIT

225

SCALE 1:10 (A1)

350x350x6GALVANISEDORIFICE PLATE

4M6ANKASCREWS

ORIFICE PLATE DETAILNOTE:1. *DIMENSIONS MAY CHANGE TO REFLECT COLLAR LAYOUT AS ANCHOR BLOCK SHOULD BE

INSTALLED AROUND COLLARFOR GREATER STRENGTH.2. ANCHOR BLOCKS AT CH 8.0 AND CH 13.0

uPVC PIPEBEHIND

Ø170

▼ 181.57 (GRATE)

LINE OF TRENCH

▼ 181.55

▼ 182.26 (GRATE)

Ø150 - UPVCOUTFLOW

Ø150

100

700x 700 x100mmTHICK FREEDRAINING PIT

150 TO PIPE INVERT

▼ 181.66

6xØ20 HOLES TO PITFLOOR TO DRAININTO GRAVEL.

GRAVEL

600 x 600 x 750 DEEP

CLASS D HEAVYDUTY GRATE

200Wx150DTRENCH GRATE TODRIVEWAY

SCALE 1:20 (A1)

PIT 2 DETAIL

HARDSTAND AREA



COPYRIGHT

A1

SHEE

T


Scale

Designed

Datum

Date


Drawing No:


Date

Rev

Horizontal:

ABN 82 153 018 800

05/08/20

JP

D

PIPE SECTIONS AND DETAILS

CIVIL DRAWING

BH

CH

NIL

JULY 20


19-027 C1410/01/20







EXISTING

CROSSOVER

EXISTING PIT

LOT 20

DP: 1119843

LOT 19

DP 1119843

9860

20m

SH

B #1

(7 IN

TO

TAL)

14m

SH

B #1

(5 IN

TO

TAL)

10m

SH

B #1

(3 IN

TO

TAL)

9.37

m S

HB1

(3 IN

TO

TAL)

SHB#1 TO BACK BOUNDARY (16 IN TOTAL)

GR#1 TO

BATTERS

GR#1 TO

BATTERS

GR#1 TO DRIVEWAYAND BATTERS TOBASIN

SCATTERED PLANTS OF GR#1 ANDAROUND SHB#1 PLANT AT RATE:1m2.5m². MULCH AS PER NOTES.GR#1 TO BATTERS

8.0m

NO PLANTS TO FRONT ASSIGHT DISTANCE WOULDBE AFFECTED

KIKUYA GRASSTO WEIR

SCATTERED PLANTS OF GR#1AND AROUND SHB#1 PLANTAT RATE: 1m2.5m². MULCH ASPER NOTES

SCATTERED PLANTS OF GR#1AND AROUND SHB#1 PLANT

AT RATE: 1m2.5m². MULCH ASPER NOTES

5500TO TOP OF BANK APPROX 4360

KIKUYA TO BASIN ANDBATTERS AS SHOWN SMALL GROUND

COVER GR#1

BOU

ND

ARY

ENTERPRISE

CRESCENT

BANK LANDSCAPE DETAILNTS

H4 TIMBER PINEKICKER BOARD TOFENCE

A GENERAL AMENDMENTS


COPYRIGHT

A1

SHEE

T


Scale

Designed

Datum

Date


Drawing No:


Date

Rev

Horizontal:

7.5

SCALE 1:250 (A1)

2.50 5 12.510

ABN 82 153 018 800

05/08/20

CH

B

LANDSCAPE PLANCIVIL DRAWING

BH

CH

NIL

JULY 20


19-027 C1516/06/20


LEGEND:

- DENOTES KIKUYA GRASS TO WEIR

- DENOTES SHB#1 SCREENING SHRUBSCALLISTEMON VIMINALIS "SLIM" BOTTLEBRUSH. PLACES 1.5m INSIDE BOUNDARYFENCE SPACED AT 3m CENTERS

B ISSUED FOR APPROVAL CH05/08/20

- DENOTES GR#1 EREMOPHILA GLABRA"KALBARRI CARPET" TO BE PLANTED TOALL BATTERS AS SHOWN SUGGESTEDPLANTING RATE TO BE 1 PLANT PER 2.5m²MULCH AS NOTED IN NOTE #2

CALLISTEMON VIMINALIS "SLIM" KIKUYA GRASS

EREMOPHILA GLABRA "KALBARRI CARPET"

NOTES:

1. PRIOR TO PLANNING, THE LAYER TOPSOIL (SOIL FROM STOCKPILE) MUST BE WEEDED AND RAKED TO ENSUREMATERIAL IS NOT COMPACTED.

2. AT LEAST 75MM OF ORGANIC MULCH (E.G. PINE BARK) MUST BE LAID OVER THE EXPOSED TOP SOIL MATERIAL. THISMULCH IS CRITICAL FOR WEED CONTROL.

3. MULCH AND TOPSOIL TO BE PRE-WATERED PRIOR TO PLANTING. MULCH SHOULD BE KEPT AWAY FROM THE BASE OFALL PLANTS.

4. THE HOLES FOR THE PLANTS SHOULD BE OVER EXCAVATED TO TWICE THE DIAMETER OF THE POT AND AT LEAST100MM SURPLUS IN DEPTH. THE ORGANIC FILL SHOULD BE FIRMLY PLACED THE PLANT. WATERING UPONCOMPLETION SHOULD OCCUR.

5. PLANT ROOT BALL SHOULD BE WATERED PRIOR TO AND UPON COMPLETION OF PLANTING. ROOT BALL MAY NEED TOBE DISTRIBUTED. REFER TO PLANTING RECOMMENDATIONS AS SUPPLIED.

6. REGULARLY WATER (TWICE WEEKLY IN SPRING) SHOULD OCCUR TO ESTABLISH THE PLANTS. TYPICALLY IS SUGGESTEDTHAT AT LEAST 1 TO 2 LITRES OF WATER PER PLANT SHOULD BE APPLIED TO THE PLANTS IN THE FIRST 12 WEEKS ORUNTIL ESTABLISHMENT HAS OCCURRED. THIS MAY NEED TO INCREASE IF PLANTING OCCURS IN SUMMER.

7. WEEDING WITHIN FOUR (4) WEEK OF PLANTING IS SUGGESTED. ONGOING WEEDING THEREAFTER IS RECOMMENDEDTO ENSURE WEED DENSITY DOES NOT EXCEED 10%.

8. SMALLER SHRUBS SHOULD BE STAKED.9. PRUNING BI-ANNUAL MAY BE REQUIRED DEPENDING UPON PLANTING GROWTH. 10. DETAILS RELATING TO IMPORTED SOILS TO GARDENS AND TURF AREAS TO REFLECT RECOMMENDATIONS AS NOTED

IN AS4419.11. FERTILISING ON ESTABLISHMENT AND DURING SPRING IS RECOMMENDED. RATES OF APPLICATION TO

MANUFACTURES DETAILS.12. PLANT SURVIVAL RATE SHOULD EXCEED 80%. IF THE SURVIVAL RATE IS LESS THAN THIS, ADDITIONAL PLANTING AT

THE APPROPRIATE SEASON WILL BE REQUIRED.

- DENOTES NATIVE GRASSES TOBASIN BATTER AND FLOOR ASSHOWN

EREMOPHILA GLABRA'KALBARRI CARPET' TO BEHEALTH AND VIGOROUS.FREE FROM INSECTS ANDDISEASES

MULCH TO BE KEPT AWAY FROM BASE OF SHRUB

75mm ORGANIC MULCH

100mm TOPSOIL

PLANT DETAIL

NATURAL FILL MATERIAL

- DENOTES 100mm HIGH H4 PINEKICKER BOARD FIXED TO FENCETO RESTRAIN MULCH

Documents

PROPOSED HARDSTAND AREA FOR WILLFAB SUPER FUND 38-40