SURVEYINFORMATION

SURVEYED BY BOXALLDATUM: AHD

ORIGIN OF LEVELS: PM 33569, RL37.732

LAST SAVED BY:MARKETA.CERNA

Date

Scale @A1

Title

Project

Drawing number

Drawn

Checked

Revision

Designed

Approved

This drawing and design remains the property of Henry & Hymas and may not becopied in whole or in part without the prior written approval of Henry & Hymas.

Architect

Client

REVISION AMENDMENT DATEREVISION AMENDMENT DATE DESIGNEDDRAWNDESIGNEDDRAWNhymas&henry

Telephone

+61 2 9417 8400

Facsimile

+61 2 9417 8337

Email

email@hhconsult.com.au

Web

www.henryandhymas.com.au

Qua l

i t y

Manag emen t . I SO 9 001

Global-Mark.com.au®

Suite 2.01

828 Pacific Highway

Gordon NSW 2072

0321C51_DA_C000

PROPOSED FOOD MANUFACTURING FACILITYORCHARD HILLS 2748 NSW

COVER SHEET, DRAWING SCHEDULE, NOTES AND LOCALITY SKETCH

M.Cerna N.Heazlewood

N.Heazlewood A.Francis

APR 21

NTS

SNACKBRANDS

HLA ARCHITECTS

LOCALITY SKETCHSCALE: NTS

DRAWING SCHEDULE21C51_DA_C000 COVER SHEET, DRAWING SCHEDULE, NOTES AND LOCALITY SKETCH

21C51_DA_C100 GENERAL ARRANGEMENT PLAN21C51_DA_C101 DETAIL PLAN21C51_DA_C200 STORMWATER MISCELLANEOUS DETAILS & PIT LID SCHEDULE21C51_DA_C250 STORMWATER CATCHMENT PLAN21C51_DA_C500 PAVEMENT PLAN21C51_DA_SE01 SEDIMENT AND EROSION CONTROL PLAN21C51_DA_SE02 SEDIMENT AND EROSION CONTROL DETAILS21C51_DA_BE01 BULK EARTHWORKS PLAN

EXISTING SERVICES & FEATURES· THE CONTRACTOR SHALL ALLOW FOR THE CAPPING OFF, EXCAVATION AND REMOVAL (IF REQUIRED) OF ALL EXISTING SERVICES IN AREAS AFFECTED BY WORKS

WITHIN THE CONTRACT AREA OR AS SHOWN ON THE DRAWINGS UNLESS DIRECTED OTHERWISE BY THE SUPERINTENDENT.

· THE CONTRACTOR SHALL ENSURE THAT AT ALL TIMES SERVICES TO ALL BUILDINGS NOT AFFECTED BY THE WORKS ARE NOT DISRUPTED.

· PRIOR TO COMMENCEMENT OF ANY WORKS THE CONTRACTOR SHALL GAIN APPROVAL OF HIS PROGRAM FOR THE RELOCATION/ CONSTRUCTION OFTEMPORARY SERVICES.

· CONTRACTOR SHALL CONSTRUCT TEMPORARY SERVICES TO MAINTAIN SUPPLY TO EXISTING BUILDING REMAINING IN OPERATION DURING WORKS TO THESATISFACTION AND APPROVAL OF THE SUPERINTENDENT. ONCE DIVERSION IS COMPLETE AND COMMISSIONED, THE CONTRACTOR SHALL REMOVE ALL SUCHTEMPORARY SERVICES AND MAKE GOOD TO THE SATISFACTION OF THE SUPERINTENDENT.

· INTERRUPTION TO SUPPLY OF EXISTING SERVICES SHALL BE DONE SO AS NOT TO CAUSE ANY INCONVENIENCE TO THE PRINCIPAL. CONTRACTOR TO GAINAPPROVAL FROM THE SUPERINTENDENT FOR TIME OF INTERRUPTION.

· EXISTING SERVICES, BUILDINGS, EXTERNAL STRUCTURES AND TREES SHOWN ON THESE DRAWINGS ARE EXISTING FEATURES PRIOR TO ANY DEMOLITIONWORKS.

· EXISTING SERVICES UNLESS SHOWN ON SURVEY PLAN HAVE BEEN PLOTTED FROM SERVICES SEARCH PLANS AND AS SUCH THEIR ACCURACY CANNOT BEGUARANTEED. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COMPLETE A 'DIAL BEFORE YOU DIG' SEARCH AND TO ESTABLISH THE LOCATION AND LEVELOF ALL EXISTING SERVICES PRIOR TO THE COMMENCEMENT OF ANY WORK. ANY DISCREPANCIES SHALL BE REPORTED TO THE SUPERINTENDENT. CLEARANCESSHALL BE OBTAINED FROM THE RELEVANT SERVICE AUTHORITY.

· ALL BRANCH GAS AND WATER SERVICES UNDER DRIVEWAYS AND BRICK PAVING SHALL BE LOCATED IN 80 uPVC SEWER GRADE CONDUITS EXTENDING AMINIMUM OF 500mm BEYOND EDGE OF PAVING.

SUBGRADE PREPARATION - SITEWORKS

ALL EARTHWORKS SHOULD BE IN ACCORDANCE WITH AS3798 AND THE SITE INVESTIGATION BY CONSTRUCTION SCIENCES DATED JUNE 2020. THIS GEOTECHNICALINVESTIGATION WAS PREPARED FOR THE NEIGHBOURING McDONALD'S SITE AND DOES NOT COVER THE PROPOSED SITE IN DETAILS. IT HAS BEEN ASSUMED THATTHE SOIL CONDITIONS WOULD BE VERY SIMILAR TO THE NEIGHBOUR SITE, ALTHOUGH A DEDICATED GEOTECHNICAL INVESTIGATION WILL BE REQUIRED DURINGCONSTRUCTION FOR CONFIRMATION.

1. THE EXISTING SURFACE IS TO BE STRIPPED OF ANY PAVEMENTS, TOPSOIL OR OBVIOUS UNSUITABLE MATERIAL.

2. EXCAVATE TO ACHIEVE SUBGRADE LEVELS WHERE NECESSARY.

3. THE EXPOSED SUBGRADE AFTER STRIPPING AND/OR EXCAVATION TO BE PROOF ROLLED USING NOT FEWER THAN 5 PASSES OF A MINIMUM 8 TONNE DEADWEIGHT STEEL SMOOTH-DRUM ROLLER UNDER THE SUPERVISION OF AN EXPERIENCED GEOTECHNICAL ENGINEER OR AN EXPERIENCED CIVIL ENGINEER. ANYAREAS ON THE SUBGRADE EXHIBITING EXCESSIVE DEFLECTION / MOVEMENT UNDER ROLLER TO BE EXCAVATED TO A MIN. DEPTH OF 0.5m AND REPLACED WITHAPPROVED GRANULAR MATERIAL COMPACTED IN 250mm LOOSE LAYERS OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER.

4. ENGINEERED FILL FOR REPLACEMENT OF SOFT OR HEAVING AREAS OR FOR BULK FILLING TO COMPRISE ESSENTIALLY OF GRANULAR MATERIALS (EGEXCAVATED SHALE), WITH A PARTICLE SIZE NOT GREATER THAN 75mm DIAMETER. ENGINEERED FILL TO BE PLACED IN LAYERS NOT EXCEEDING 250mm LOOSETHICKNESS AND COMPACTED TO BETWEEN 98% AND 102% OF STANDARD MAXIMUM DRY DENSITY (SMDD) WITHIN 2% OF OPTIMUM MOISTURE CONTENT (OMC).

5. IMPORTED FILLING (IF REQUIRED) IS TO BE TO THE APPROVAL OF THE GEOTECHNICAL ENGINEER. THE CONTRACTOR IS TO NOMINATE THE SOURCE ANDPROVIDE A SAMPLE FOR APPROVAL PRIOR TO IMPORTATION AND PLACEMENT ON SITE.

6. ALL FILL MATERIAL SHALL BE FROM A SOURCE APPROVED BY THE SUPERINTENDENT AND SHALL COMPLY WITH THE FOLLOWING. FREE FORM ORGANIC ANDPERISHABLE MATTERMAXIMUM PARTICLE SIZE = 75mmMAXIMUM PLASTICITY INDEX = 15%

7. GEOTECHNICAL INSPECTION AND TESTING SHOULD BE UNDERTAKEN DURING CONSTRUCTION IN ACCORDANCE WITH AS3789-2007.

SUBSOIL DRAINAGE NOTES1. GENERAL: PROVIDE SUBSOIL DRAINS TO INTERCEPT GROUNDWATER SEEPAGE AND PREVENT WATER BUILD-UP BEHIND WALLS AND UNDER FLOORS AND

PAVEMENT. CONNECT SUBSOIL TO SURFACE DRAINS OR TO THE STORMWATER DRAINAGE SYSTEM AS APPLICABLE.

2. PIPE DEPTH:PROVIDE THE FOLLOWING MINIMUM CLEAR DEPTH, MEASURED TO THE CROWN OF THE PIPE, WHERE THE PIPE PASSES BELOW THE FOLLOWING ELEMENTS:

· 100mm BELOW FORMATION LEVEL OF THE PAVEMENT, KERB OR CHANNEL.· 100mm BELOW THE AVERAGE GRADIENT OF THE BOTTOM OF FOOTINGS.

3. JOINTING:AT JUNCTIONS OF SUBSOIL PIPES PROVIDE TEES, COUPLINGS OR ADAPTORS TO AS2439.1.

4. TRENCH WIDTH MINIMUM 300mm

5. PIPE UNDERLAYGENERAL: GRADE THE TRENCH FLOOR EVENLY TO THE GRADIENT OF THE PIPELINE. IF THE TRENCH FLOOR IS ROCK, CORRECT ANY IRREGULARITIES WITHCOMPACTED BEDDING MATERIAL. BED PIPING ON A CONTINUOUS UNDERLAY OF BEDDING MATERIAL, AT LEAST 75mm THICK AFTER COMPACTION. LAY THE PIPEWITH ONE LINE OF PERFORATIONS AT THE BOTTOM.

CHASES: IF NECESSARY TO PREVENT PROJECTIONS SUCH AS SOCKETS AND FLANGES FROM BEARING ON THE TRENCH BOTTOM OR UNDERLAY.

6. PIPE SURROUNDS:GENERAL: PLACE THE MATERIAL IN THE PIPE SURROUND IN LAYERS SMALLER THAN OR EQUAL TO 200mm LOOSE THICKNESS, AND COMPACT WITHOUTDAMAGING OR DISPLACING PIPING.DEPTH OF OVERLAY: TO THE UNDERSIDE OF THE BASE OF OVERLYING STRUCTURES SUCH AS PAVEMENTS, SLABS AND CHANNELS. TO WITHIN 150mm OF THEFINISHED SURFACE OF UNPAVED OR LANDSCAPED AREAS.

7. FILTER SOCKS: PROVIDE POLYESTER PERMEABLE SOCKS CAPABLE OF RETAINING PARTICLES OF 0.25mm SIZES. SECURELY FIT OR JOIN THE SOCK AT EACHJOINT.

PROPOSED FOOD MANUFACTURING FACILITYORCHARD HILLS 2748 NSW

CIVIL ENGINEERING WORKSGENERAL NOTES:1. ALL WORK TO BE CARRIED OUT IN ACCORDANCE WITH PENRITH CITY COUNCIL'S SPECIFICATION. CONTRACTOR TO OBTAIN AND RETAIN A

COPY ON SITE DURING THE COURSE OF THE WORKS.

2. ALL NEW WORKS ARE TO MAKE A SMOOTH JUNCTION WITH EXISTING CONDITIONS, AND MARRY IN A 'WORKMANLIKE' MANNER.

3. THE CONTRACTOR IS TO VERIFY THE LOCATION OF ALL SERVICES WITH EACH RELEVANT AUTHORITY. ANY DAMAGE TO SERVICES SHALL BERECTIFIED BY THE CONTRACTOR OR THE RELEVANT AUTHORITY AT THE CONTRACTOR'S EXPENSE. SERVICES SHOWN ON THESE PLANSARE ONLY THOSE EVIDENT AT THE TIME OF SURVEY OR AS DETERMINED FROM SERVICE DIAGRAMS. HENRY AND HYMAS CONSULTING PTY.LTD. CANNOT GUARANTEE THE INFORMATION SHOWN NOR ACCEPT ANY RESPONSIBILITY FOR INACCURACIES OR INCOMPLETE DATA.

4. SERVICES & ACCESSES TO THE EXISTING PROPERTIES ARE TO BE MAINTAINED IN WORKING ORDER AT ALL TIMES DURING CONSTRUCTION.

5. ADJUST EXISTING SERVICE COVERS TO SUIT NEW FINISHED LEVELS TO RELEVANT AUTHORITY REQUIREMENTS WHERE NECESSARY.

6. REINSTATE AND STABILISE ALL DISTURBED LANDSCAPED AREAS.

7. MINIMUM GRADE OF SUBSOIL SHALL BE 0.5% (1:200) FALL TO OUTLETS.

8. ALL TEMPORARY SEDIMENT AND EROSION CONTROL DEVICES ARE TO BE CONSTRUCTED, PLACED AND MAINTAINED IN ACCORDANCE WITHTHE TECHNICAL SPECIFICATIONS, EROSION AND SEDIMENTATION CONTROL PLAN AND PENRITH CITY COUNCIL'S REQUIREMENTS WHEREAPPLICABLE.

9. CONTRACTOR TO CHECK AND CONFIRM SITE DRAINAGE CONNECTIONS ACROSS THE VERGE PRIOR TO COMMENCEMENT OF SITE DRAINAGEWORKS.

10. PROPERTIES AFFECTED BY THE WORKS ARE TO BE NOTIFIED IN ADVANCE WHERE DISRUPTION TO EXISTING ACCESS IS LIKELY.

SITEWORKS NOTES· DATUM A.H.D.

· ORIGIN OF LEVELS. REFER TO BENCH OR STATE SURVEY MARKS WHERE SHOWN ON PLAN.

· CONTRACTOR MUST VERIFY ALL DIMENSIONS AND EXISTING LEVELS ON SITE PRIOR TO COMMENCEMENT OF WORK.

· ALL WORKS TO BE UNDERTAKEN IN ACCORDANCE WITH THE DETAILS SHOWN ON THE DRAWINGS & THE DIRECTIONS OF THESUPERINTENDENT.

· EXISTING SERVICES UNLESS SHOWN ON SURVEY PLAN HAVE BEEN PLOTTED FROM SERVICES SEARCH PLANS AND AS SUCH THEIRACCURACY CANNOT BE GUARANTEED. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ESTABLISH THE LOCATION AND LEVEL OF ALLEXISTING SERVICES PRIOR TO THE COMMENCEMENT OF ANY WORK. ANY DISCREPANCIES SHALL BE REPORTED TO THE SUPERINTENDENT.CLEARANCES SHALL BE OBTAINED FROM THE RELEVANT SERVICE AUTHORITY.

· WHERE NEW WORKS ABUT EXISTING THE CONTRACTOR SHALL ENSURE THAT A SMOOTH EVEN PROFILE, FREE FROM ABRUPT CHANGES ISACHIEVED.

· THE CONTRACTOR SHALL ARRANGE ALL SURVEY SETOUT TO BE CARRIED OUT BY A REGISTERED SURVEYOR.

· CARE IS TO BE TAKEN WHEN EXCAVATING NEAR EXISTING SERVICES. NO MECHANICAL EXCAVATION IS TO BE UNDERTAKEN OVER TELSTRAOR ELECTRICAL SERVICES. HAND EXCAVATE IN THESE AREAS.

· CONTRACTOR TO OBTAIN AUTHORITY APPROVALS WHERE APPLICABLE.

· ENSURE SMOOTH TRANSITION TO EXISTING SURFACES.

· THESE PLANS SHALL BE READ IN CONJUNCTION WITH APPROVED LANDSCAPE, ARCHITECTURAL, STRUCTURAL, HYDRAULIC ANDMECHANICAL DRAWINGS AND SPECIFICATIONS OR WRITTEN INSTRUCTIONS THAT MAY BE ISSUED RELATING TO DEVELOPMENT AT THE SITE.

· TRENCHES THROUGH EXISTING ROAD AND CONCRETE PAVEMENTS SHALL BE SAWCUT TO FULL DEPTH OF CONCRETE AND A MINIMUM OF50mm IN BITUMINOUS PAVING.

· ALL BRANCH GAS AND WATER SERVICES UNDER DRIVEWAYS AND BRICK PAVING SHALL BE LOCATED IN 80 uPVC SEWER GRADE CONDUITSEXTENDING A MINIMUM OF 500mm BEYOND EDGE OF PAVING.

· GRADES TO PAVEMENTS TO BE AS IMPLIED BY RL'S ON PLAN . GRADE EVENLY BETWEEN NOMINATED RL'S. AREAS EXHIBITING PONDINGGREATER THAN 5mm DEPTH WILL NOT BE ACCEPTED/ UNLESS IN A DESIGNATED SAG POINT.

· ALL COVERS AND GRATES ETC TO EXISTING SERVICE UTILITIES ARE TO BE ADJUSTED TO SUIT NEW FINISHED SURFACE LEVELS WHEREAPPLICABLE

SURVEY NOTESTHE EXISTING SITE CONDITIONS SHOWN ON THE FOLLOWING DRAWINGS HAVE BEEN INVESTIGATED BY THESURVEYOR SPECIFIED IN THE TITLE BLOCK.THE INFORMATION IS SHOWN TO PROVIDE A BASIS FOR DESIGN. HENRY AND HYMAS PTY. LTD. DOES NOTGUARANTEE THE ACCURACY OR COMPLETENESS OF THE SURVEY BASE OR ITS SUITABILITY AS A BASIS FORCONSTRUCTION DRAWINGS.SHOULD DISCREPANCIES BE ENCOUNTERED DURING CONSTRUCTION BETWEEN THE SURVEY DATA AND ACTUALFIELD DATA, CONTACT HENRY AND HYMAS PTY. LTD. THE FOLLOWING NOTES HAVE BEEN TAKEN DIRECTLY FROMORIGINAL SURVEY DOCUMENTS.

01 ISSUED FOR DA ONLY MC NH 06.05.2021

02 ISSUED FOR DA ONLY MC NH 01.06.2021

PROPOSED SITE

03 ISSUED FOR DA ONLY MC NH 18.06.2021

FFL 36.75

SB

PDP-06

0

RL.

36.

750

RL.

35.

750

RL. 35.22

RL. 35.47

REC. AREA

-1280

UP

UP

108650

108650

7950

9450

10850

10850

10850

10850

10850

10850

10850

10850

108650

108650

108650

108650

108650

108650

7950

9450

10850

10850

10850

10850

10850

10850

10850

10850

108650

CONDUITCABLE EXIT

CONDUITCABLE EXIT

CONDUITCABLE EXIT

CONDUITCABLE EXITCONDUIT

CABLE EXITCONDUITCABLE EXIT

CONDUITCABLE EXIT

CONDUITCABLE EXIT

PDP-05

MCP-01

PDP-02PDP-03PDP-04PDP-06

PDP-01MCP-02

Door

Door

Door

Door

MAMRE ROAD

DISTRIBUTION DRIVE21C51_DA_101

SURVEYINFORMATION

SURVEYED BY BOXALLDATUM: AHD

ORIGIN OF LEVELS: PM 33569, RL37.732

100m60 80200

5101520

40

SCALE 1:1000

LAST SAVED BY:MARKETA.CERNA

Date

Scale @A1

Title

Project

Drawing number

Drawn

Checked

Revision

Designed

Approved

This drawing and design remains the property of Henry & Hymas and may not becopied in whole or in part without the prior written approval of Henry & Hymas.

Architect

Client

REVISION AMENDMENT DATEREVISION AMENDMENT DATE DESIGNEDDRAWNDESIGNEDDRAWNhymas&henry

Telephone

+61 2 9417 8400

Facsimile

+61 2 9417 8337

Email

email@hhconsult.com.au

Web

www.henryandhymas.com.au

Qua l

i t y Manag emen t . I SO 9 001

Global-Mark.com.au®

Suite 2.01

828 Pacific Highway

Gordon NSW 2072

0321C51_DA_C100

PROPOSED FOOD MANUFACTURING FACILITYORCHARD HILLS 2748 NSW

GENERAL ARRANGEMENT PLAN

M.Cerna N.Heazlewood

N.Heazlewood A.Francis

APR 21

1:1000

SNACKBRANDS

HLA ARCHITECTS

GENERAL ARRANGEMENT PLANSCALE: 1:1000

LEGEND

EXISTING BOUNDARY

PROPOSED JUNCTION PITS

PROPOSED SURFACE INLET PITS

PROPOSED LINTEL ONGRADE & SAG PITS

PROPOSED PIT TAG-A 1LINE LETTERPIT NUMBER

PROPOSED STORMWATER PIPE

EXISTING CONTOURS

PROPOSED SPOT LEVELRL 6.50

PROPOSED KERB & GUTTERK&G

PROPOSED KERB ONLYKO

PROPOSED RETAINING WALL

STORMWATER UPSTREAM INVERT RL.STORMWATER PIPE DIAMETER & CLASSSTORMWATER PIPE LENGTHSTORMWATER PIPE GRADESTORMWATER DOWNSTREAM INVERT RL.

PROPOSED DOWNPIPEDP

EXISTING SPOT LEVEL

RW

VALLEY

RIDGE

EXISTING STORMWATER PIT

PROPOSED TOP OF THE WALLTW 36.20

IL101.83Ø225uPVC11.60m1%IL101.83

DESIGN CONTOURS36.30

PROPOSED GRATED DRAIN

PROPOSED LIMIT OF WORK

EXISTING STORMWATER LINE

EX RL 34.90

01 ISSUED FOR DA ONLY MC NH 06.05.2021

PROPOSED BATTER LINE

PROPOSED FALLFALL

PROPOSED DOWNPIPE COLLECTION LINE

02 ISSUED FOR DA ONLY MC NH 01.06.2021

03 ISSUED FOR DA ONLY MC NH 18.06.2021

36.1

36.3

35.3

35.3

35.3

36.7

36.6

36.5

36.4

34.9

34.8

35.035

.1

36.4

36.5

36.4

36.5

36.436.5

34.9

34.8

34.8 34

.7

36.7

36.436

.536.6

35.4

35.5

35.6

35.7

35.8

35.9

36.3

36.436

.536.6

35.1

34.8

34.8

35.0

35.2

35.0

34.935

.3

34.9 34

.8

34.9

34.8

34.7

36.5

36.5

35.2

36.0

36.2

UP

FFL 36.75

SB

SIT

E B

OU

ND

AR

YS

IT

E B

OU

ND

AR

Y

SITE BOUNDARY

S

IT

E

B

O

U

N

D

A

R

Y

SITE BOUNDARY

SIT

E B

OU

ND

AR

Y

FALL% FALL%FALL% FALL%FALL% FALL% FALL% FALL%

FALL%

FALL%

FALL%

FALL%

FALL%%

FALL%

CONSTRUCT NEW JUNCTION PIT

OVER EXISTING ∅1050 PIPE STUBCONNECTION

∅∅

∅1500x1500 INLET PIT

2x∅300 ROOF DRAINAGECONNECTIONS

PIT

PIT

PITPIT

PIT

PIT

PIT

PIT

PIT

PIT

PIT

PIT PIT

∅∅∅∅

∅ ∅

∅

∅

∅∅∅∅∅∅

IL35.850

IL35.601IL35.340

IL35.600

IL35.640

IL35.850

IL35.850

IL35.850

IL35.850

IL35.850

IL35.850

IL35.850

IL36.050

IL36.050

IL36.050

IL36.050

IL35.764

IL35.854

IL36.050

IL36.050

IL36.050

IL35.700

IL36.050

REFER DRAWING C4.22 FOR

∅ ∅ ∅ ∅ ∅ ∅

∅

∅

∅∅

∅ ∅ ∅ ∅

∅

∅ ∅

DISTRIBUTION DRIVE

-A 11

DISTRIBUTION DRIVE

RL36.75RL36.75RL36.75RL36.75

5%

K&G K&GK&G

EX34.95 EX34.95 EX34.95

RL36.30RL36.30RL36.30

RL36.35 RL36.35

RL36.30 RL36.30

RL36.30 RL36.30

RL36.35

RL36.35 RL36.35 RL36.35

FFL36.35

RL36.50

RL36.40

-A 10

-A 12

-B 1 -B 2

-C 1

-C 2-C 3-C 4a-C 5-GD 1

-C 6

-C 7-GD 2-C 8

-EX 1 -EX 2

-A 14

IL35.36Ø30032.2m0.5%IL35.20

IL35.18Ø37532.30m0.5%IL35.02

IL35.00Ø37536.10m0.5%IL34.82

K&G

KO

IL33.66Ø75017.10m1%IL33.49

IL34.49Ø75040m1%IL33.90

IL33.88Ø75020.5m1%IL33.68

IL34.60Ø75017.6m0.5%IL34.51

IL34.87Ø60013.3m0.5%IL34.80

FALL

FALL

FALL

RL36.75RL36.75

FALL

FALL

FALL

FALL

FALL

Ø150 uPVC @1%

FALL

RL36.30

FALL

FALL

FALL

FALL

FALL

-A 9KO KO

KO KO

KO

-A 7

-A 6

-A 8

-A 5

KO

KO

KO KO

IKIK

IK

-B 3KO

KO KO KO KO

IL34.57Ø60021.40m1%IL34.35

IL34.33Ø60031.4m1%IL34.00

RL34.80

RL34.80

RL34.80

RL34.80

IL33.70Ø22524m0.5%IL33.58

IL33.56Ø22530m0.5%IL33.41

IL33.39Ø22529.5m0.5%IL33.24

IL33.22Ø37517.6m0.5%IL33.13

IL34.80Ø60042.1m0.5%IL34.59

IL32.80Ø6759.4m1%IL32.71

IL33.93Ø67521.4m0.5%IL32.82

-A 4 -A 3

-A 2

-A 1

IL35.07Ø60036.50m0.5%IL34.89

IL35.20Ø45020.5m0.5%IL35.09

-E 1 -D 1

IL33.98Ø60030m0.5%IL33.83

IL33.81Ø67530m0.5%IL33.66

-F 1

-F 2

-F 3

IL35.20Ø22517.70m6%IL34.20

IL34.80Ø22517.40m3.3%IL34.20

IL34.90Ø22518.10m5%IL34.20

RL36.75

RL35.20

RL35.20

RL35.20

RL35.65

RL36.30RL36.30

-GD 3

ex.RL36

.15

ex.RL36

.20

ex.RL36

.40

ex.RL36

.05

RL36.30

FALL

-GD 2

RL36.30 RL36.30

-C 4

IL34.78Ø60030.6m0.5%IL34.62

KO

FALLFALL

FALLFALL

FALLFALL

FALLFALL

-G 1

-G 2

-G 3

-G 4

K&G

IL33.64Ø67511.4m0.5%IL33.58

IL33.56Ø67541m0.5%IL33.35

IL35.00Ø4503.3m1%IL34.82

RL36.75

FALL

FALL

FALL

EX 34.92 EX 34.91

EX 34.82

RL36.40

FALL

KO

-A 2a

-A 13

IL35.50Ø22523.1m0.5%IL35.38

IL33.11Ø67531.7m0.5%IL32.95

RL36.75

RL36.75RL36.75

FALL

FALL

FALL

FALL

RL36.75

STOCKPILES TO BEREMOVED/RELOCATED

TIE INTO LEVELS ATSITE BOUNDARY

TIE IN FLUSH WITHEXISTING PAVEMENTLEVELS

PROPOSED BATTERTO EXISTINGBOUNDARY LEVELSAT MAX 1:3

PROPOSED BATTERAT MAX 1:3

EXISTING PITS AT RL36.10 TO BE RAISED TOPROPOSED LEVELSAND REPLACE WITHSEALED LIDS

DEMOLISHED AND REGRADELEVELS TO ENSURE FALL AWAYFROM PROPOSED WASTETREATMENT PLAN

TIE FLUSH INTO EXISTINGLEVELS WITHINDISTRIBUTION DRIVE

50kL UNDERGROUNDRAINWATER TANK FORIRRIGATION AND TOILETFLUSHING REUSEPURPOSES.

EXTENT OF WORKS

PIT A1 TO BE CONSTRUCTEDOVER EXISTINGSTORMWATER STUB

PROPOSED BATTER ATMAX 1:3

PROPOSED DOWNPIPECOLLECTION LINE TOCONNECT TO 50 kLRAINWATER TANK.DOWNPIPE LOCATIONSTO BE COORDINATEDAT CC STAGE

PROPOSED BATTER ATMAX 1:3

PROPOSED ISOLATIONVALVE TO BE INSTALLEDIN STROMWATER PIT A-1

HEAVY DUTY PROPOSEDDRIVEWAY CROSSING INACCORDANCE WITHPENRITH CITY COUNCIL'SREQUIREMENTSPROPOSED BATTER AT

MAX 1:3

PROPOSED HEAVY DUTY DRIVEWAYCROSSING IN ACCORDANCE WITHPENRITH CITY COUNCIL'SREQUIREMENTS

PROPOSEDWEIGHBRIDGE AT 36.30

PROPOSED DOWNPIPECOLLECTION LINE TO CONNECTTO STORMWATER DRAINAGENETWORK AT 1%. DOWNPIPELOCATIONS TO BECOORDINATED AT CC STAGE

PROPOSED LOADING DOCK

TIE IN FLUSH WITHEXISTING LEVELS INDRAINAGE EASEMENT

PROPOSED WEIGHBRIDGEAT RL 36.30

EXISTING STORMWATERPIPE TO REMAIN

DEMOLISHED EXISTINGPAVEMENT AND REGRADETO TIE IN FLUSH WITHPROPOSED WEIGHBRIDGEAT RL 36.30

PROPOSED GRATED DRAIN TOBE CONSTRUCTED ADJACENTTO PROPOSED WEIGHBRIDGE PROPOSED BATTER AT

MAX 1:3 PROPOSED PUMP ROOMEXTENT OF WORKS

PROPOSED SUBSTATION

PROPOSED HEAVY DUTY GRATEDDRAIN AT BOUNDARY

PROPOSED HEAVY DUTY GRATEDDRAIN AT BOUNDARY

PROPOSED 1.2m WIDEFOOTPATH BEHIND KERB

PROPOSED LAYBACKTO ENABLE TRUCKACCESS INTORESIDUAL SITE

PROPOSED TRADE WASTE TO CONNECTTO SEWER. REFER TO HYDRAULICDRAWINGS FOR DETAILS

PROPOSED SPRINKLER TANK

PROPOSED SWITCHINGSTATIONS. MAXRETAINING WALLHEIGHT AROUNDSTATION OF 900mm

SITE STORMWATER CONNECTIONPOINT. PIPE STUB LOCATION ANDINVERT LEVEL TO BE CONFIRMEDPRIOR TO CONSTRUCTION.APPROXIMATE IL 32.30

FFL36.75

RW RW

SURVEYINFORMATION

SURVEYED BY BOXALLDATUM: AHD

ORIGIN OF LEVELS: PM 33569, RL37.732

50m40302010

SCALE 1:500

0

246810

LAST SAVED BY:MARKETA.CERNA

Date

Scale @A1

Title

Project

Drawing number

Drawn

Checked

Revision

Designed

Approved

This drawing and design remains the property of Henry & Hymas and may not becopied in whole or in part without the prior written approval of Henry & Hymas.

Architect

Client

REVISION AMENDMENT DATEREVISION AMENDMENT DATE DESIGNEDDRAWNDESIGNEDDRAWNhymas&henry

Telephone

+61 2 9417 8400

Facsimile

+61 2 9417 8337

Email

email@hhconsult.com.au

Web

www.henryandhymas.com.au

Qua l

i t y

Manag emen t . I SO 9 001

Global-Mark.com.au®

Suite 2.01

828 Pacific Highway

Gordon NSW 2072

0421C51_DA_C101

PROPOSED FOOD MANUFACTURING FACILITYORCHARD HILLS 2748 NSW

DETAIL PLAN

M.Cerna N.Heazlewood

N.Heazlewood A.Francis

APR 21

1:500

SNACKBRANDS

HLA ARCHITECTS

DETAIL PLANSCALE: 1:500

01 ISSUED FOR DA ONLY MC NH 06.05.2021

02 ISSUED FOR DA ONLY MC NH 01.06.2021

03 ISSUED FOR DA ONLY MC NH 18.06.2021

04 ISSUED FOR DA ONLY MC NH 01.07.2021

SURVEYINFORMATION

SURVEYED BY BOXALLDATUM: AHD

ORIGIN OF LEVELS: PM 33569, RL37.732

LAST SAVED BY:MARKETA.CERNA

Date

Scale @A1

Title

Project

Drawing number

Drawn

Checked

Revision

Designed

Approved

This drawing and design remains the property of Henry & Hymas and may not becopied in whole or in part without the prior written approval of Henry & Hymas.

Architect

Client

REVISION AMENDMENT DATEREVISION AMENDMENT DATE DESIGNEDDRAWNDESIGNEDDRAWNhymas&henry

Telephone

+61 2 9417 8400

Facsimile

+61 2 9417 8337

Email

email@hhconsult.com.au

Web

www.henryandhymas.com.au

Qua l

i t y

Manag emen t . I SO 9 001

Global-Mark.com.au®

Suite 2.01

828 Pacific Highway

Gordon NSW 2072

0321C51_DA_C200

PROPOSED FOOD MANUFACTURING FACILITYORCHARD HILLS 2748 NSW

STORMWATER MISCELLANEOUS DETAILSAND PIT LID SCHEDULE

M.Cerna N.Heazlewood

N.Heazlewood A.Francis

APR 21

AS NOTED

SNACKBRANDS

HLA ARCHITECTS

CL

O.D.

TRENCH WIDTH = O.D.+600

300

100

100mm MIN. THICK TOP SOIL

COMPACTED TO 98% SMDDIN 150mm(MAX.) LAYERS

HAUNCH ZONE

BED ZONE

COMPACTED NONCOHESIVE BACKFILL =1/3 O.D.

COMPACTED TO 100% SMDDIN 2x150mm(MAX.) LAYERS

COMPACTED TO 95% SMDDIN 250mm(MAX.) LAYERS

ORDINARY FILL FREE FROMCLAY LUMPS EXCEEDING 75mm,STONES EXCEEDING 25mm ANDCONTAMINATE MATERIALS

(H1 & H2 SUPPORT)SCALE 1:20

PIPE TRENCH INSTALLATIONIN LANDSCAPE AREAS

100Ø A.G. PIPE 3m IN LENGTHDRAINING IN DIRECTION OF FALLOF PIPE TO DOWNSTREAM PIT.PIPE TO BE WRAPPED IN GEOFABRIC

700

IF A

PPLIC

ABLE

300 M

IN.

TOP

LAYE

R

CL

(HS SUPPORT TO BE USED UNDER ROADWAY)SCALE 1:20

O.D.

>=0.2D &

x

DESIGN PAVEMENT

SUBGRADE LEVEL

COMPACTED TO 98% SMDDIN 150mm (MAX.) LAYERS

COMPACTED TO 100% SMDDIN 2x150mm(MAX.) LAYERS

COMPACTED TO 95% SMDDIN 250mm (MAX.) LAYERS

ORDINARY FILL FREE FROMCLAY LUMPS EXCEEDING 75mm,STONES EXCEEDING 25mm ANDCONTAMINATE MATERIALS

PIPE TRENCH INSTALLATIONBENEATH PAVEMENT

300 M

IN.

TOP

LAYE

R70

0IF

APP

LICAB

LE

yMI

N 30

0

z>=0

.7D

TABLE 1GRADING

TABLE 2GRADING

>=0.3m

NOTE:TYPE HS2 TO BE USED AS ATYPICAL SUPPORT FORTRENCHES UNDER ROADWAYUNLESS SPECIFIED SEPERATELY

HAUNCH ZONE

BED ZONE

TYPICAL STEP IRON DETAILSCALE 1:10

ELEVATION

300

350 100

220 45

R20 GALV. STEEL M.S.@ 300 CTRS

PLAN SECTIONELEVATION

300 300

600 LAP

600 L

AP

150 WALL - CORNER DETAILSCALE 1:20

600 L

AP

200 WALL - CORNER DETAIL

300 C

OG

300 COG600 LAP

SCALE 1:20

2000mm1200 16004000

200400

800

SCALE 1:20

A = 900

H

A

H

A

B

PIPE DIA. + 150

A = 600 FOR PIPES UP TO 375 DIA.PIT CHAMBER DIMENSIONSFOR PIPES UP TO 600 DIA.

PIT CHAMBER FOR PIPESGREATER THAN 600 DIA.

H = 0-900mm - AxB = 600x600mmH = 900-1200mm - AxB = 900x600mmH = >1200mm - AxB = 900x900mm

FOR B = 600mm - MAX. SIDE ENTRY PIPE AT 45° SKEW = 225mmFOR B = 900mm - MAX. SIDE ENTRY PIPE AT 45° SKEW = 375mmFOR B = 1200mm - MAX. SIDE ENTRY PIPE AT 45° SKEW = 600mmFOR B = 1500mm - MAX. SIDE ENTRY PIPE AT 45° SKEW = 825mmFOR B = 1900mm - MAX. SIDE ENTRY PIPE AT 45° SKEW = 1050mm

FLOW FLOW

FLOW

PIT CHAMBER FORSIDE ENTRY ON SKEW

TYPICAL PIT CHAMBER SIZESIT IS THE CONTRACTORS RESPONSIBILITY TO SELECT PIT CHAMBER SIZE WITH REGARDS TO PIPE SIZE, DEPTH TO

INVERT AND SKEW ANGLE. REFER SKETCHES BELOW.SELECT PIT CHAMBER USING THE STEPS BELOW:SELECT PIT CHAMBER SIZE DEPENDING ON THE PIPE DIAMETERS.CHECK PIT CHAMBER SIZE TO SATISFY DEPTH TO INVERT REQUIREMENTS.CHECK PIT CHAMBER DIMENSIONS TO SATISFY THE SKEW ANGLE IN THE TABLE.

SECTION SECTION PLAN

PIT SIZE & DEPTHREQUIREMENTS

123

1 1

2

3

FOR REINFORCEMENT TO WALLSAND FLOOR OF PITS (WHEREREQUIRED) REFER TO NOTES 10AND 20.

FOR REINFORCEMENT TO HAUNCH SEE BELOW

NTSNTS

NTS

1000mm800600400

SCALE 1:10

0

200 100

200

DRAINAGE NOTES:1. ALL STORMWATER WORK TO COMPLY WITH AS 3500 PART 3.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE MINIMUM COVER OF 600mm ON ALL PIPES.

3. PROTECTION OF PIPES DUE TO LOADS EXCEEDING W7 WHEEL LOAD SHALL BE THE CONTRACTOR'SRESPONSIBILITY.

4. BEDDING TYPE SHALL BE TYPE H2 FOR RCP. WHERE NECESSARY THE OVERLAY ZONE SHALL BE REDUCED TOACCOMMODATE PAVEMENT REQUIREMENTS. REFER TO THIS DRAWING FOR DETAILS.

5. MINIMUM COVER OVER EXISTING PIPES FOR PROTECTION DURING CONSTRUCTION SHALL BE 800mm.

6. NO CONSTRUCTION LOADS SHALL BE APPLIED TO PLASTIC PIPES.

7. FINISHED SURFACE LEVELS SHOWN ON LAYOUT PLAN DRGS TAKE PRECEDENCE OVER DESIGN DRAINAGESURFACE LEVELS.

8. ALL PIPES UP TO AND INCLUDING 300 DIA. SHALL BE SOLVENT OR RUBBER RING JOINTED PVC CLASS SH PIPE TOAS1260. ALL OTHER PIPES TO BE RCP USING CLASS 2 RUBBER RING JOINTED PIPE. HARDIES FRC PIPE MAY BE USEDIN LIEU OF RCP IF DESIRED IN GROUND. ALL AERIAL PIPES TO BE PVC CLASS SH.

9. ALL PITS IN NON TRAFFICABLE AREAS TO BE PREFABRICATED POLYESTER CONCRETE "POLYCRETE" WITH "LIGHTDUTY" CLASS B GALV. MILD STEEL GRATING AND FRAME.ALL PITS IN TRAFFICABLE AREAS (CLASS "D" LOADING MAX) TO HAVE 150mm THICK CONCRETE WALLS AND BASECAST IN-SITU f'c=32 MPa, REINFORCED WITH N12-200 BOTH LOADING WAYS CENTRALLY PLACE .U.N.O. ON SEPARATEDESIGN DRAWINGS IN THIS SET. GALV.MILD STEEL GRATING AND FRAME TO SUIT DESIGN LOADING. PRECAST PITS,RECTANGULAR OR CIRCULAR IN SHAPE, MAY BE USED IN LIEU AND SHALL COMPLY WITH RELEVANT AUSTRALIANSTANDARDS.

10. ALL PITS, GRATINGS AND FRAMES SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERSSPECIFICATION AND TO BE IN ACCORDANCE WITH AS3500.3 AND AS3996.11. PIT CHAMBER DIMENSIONS ARE TO BE SELECTED TO SATISFY THE FOLLOWING:- PIPE SIZE- DEPTH TO INVERT- SKEW ANGLE REFER TYPICAL PIT CHAMBER DETAILS BELOWIF PIT LID SIZE IS SMALLER THAN THE PIT CHAMBER SIZE THEN THE PIT LID IS TO BE CONSTRUCTED ON THE CORNEROF THE PIT CHAMBER WITH THE STEP IRONS DIRECTLY BELOW. ALTERNATIVELY THE PIT LID TO BE USED, IS TO BETHE SAME SIZE AS THE PIT CHAMBER.

12. FOR PIPE SIZES GREATER THAN Ø300mm, PIT FLOOR IS TO BE BENCHED TO FACILITATE FLOW.

13. GALVANISED STEP IRONS SHALL BE PROVIDED AT 300 CTS FOR PITS HAVING A DEPTH EXCEEDING 1200mm.SUBSOIL DRAINAGE PIPE SHALL BE PROVIDED IN PIPE TRENCHES ADJACENT TO INLET PIPES. (MINIMUM LENGTH 3m).

14. ALL SUBSOIL PIPES SHALL BE 100mm SLOTTED PVC IN A FILTER SOCK, UNO, WITH 3m INSTALLED UPSTREAM OFALL PITS.

15. ALL PIPEWORK SHALL HAVE MINIMUM DIAMETER 100.

16. MINIMUM GRADE FOR ROOFWATER DRAINAGE LINES SHALL BE 1%.

17. ALL PIPE JUNCTIONS AND TAPER UP TO AND INCLUDING 300 DIA. SHALL BE VIA PURPOSE MADE FITTINGS.

18. ALL ROOF DRAINAGE TO BE INSTALLED IN ACCORDANCE WITH AS3500, PART 3. TESTING TO BE UNDERTAKENAND REPORTS PROVIDED TO THE SUPERINTENDENT.

19. LOCATION OF THE DIRECT DOWN PIPE CONNECTIONS MAY VARY ON SITE TO SUIT SITE CONDITIONS, WHERECONNECTION SHOWN ON LONG SECTIONS CHAINAGES ARE INDICATIVE ONLY.

20. PITS IN EXCESS OF 1.5 m DEEP TO HAVE WALL AND FLOOR THICKNESS INCREASED TO 200mm. REINFORCED WITHN12@200 CTS CENTRALLY PLACED BOTH WAYS THROUGHOUT U.N.O.ON SEPARATE DESIGN DRAWINGS IN THIS SET.IF DEPTH EXCEEDS 5m CONTACT ENGINEER.

21. SUBSOIL DRAINAGE LINES FOR LANDSCAPE AREA NOT SHOWN ON THESE DRAWINGS. REFER TO LANDSCAPINGPLANS FOR DETAILS.

22. ALL STORMWATER PITS TO HAVE Ø100 uPVC SLOTTED SUBSOIL PIPES CONNECTED TO THEM. THESE SUBSOILSTO EXTEND 3m UPSTREAM OF THE PIT AT A MINIMUM GRADE.

TABLE 2SIEVE SIZE (MM) WEIGHT PASISNG (%)

19.0 100

2.36 100 TO 50

0.60 90 TO 20

0.30 60 TO 10

0.15 25 TO 0

0.075 10 TO 0

TABLE 1SIEVE SIZE (MM) WEIGHT PASISNG (%)

75.0 100

9.5 100 TO 50

2.36 100 TO 30

0.60 50 TO 15

0.075 25 TO 0

TABLE 3SUPPORT TYPE BED ZONE X HAUNCH ZONE Y BED AND HAUNCH

ZONESCOMPACTION

MAX BEDDINGFACTOR

HS1100 IF D<=1500, OR

150 IF D>=1500

0.1D 50 2.0

HS2 0.3D 60 2.5

HS3 0.3D 70 4.0

PIT LID SCHEDULE

PIT/STRUCTURE NUMBER DESCRIPTION

-A 1

-A 2 -A 3

-A 4

-B 1 -B 2

-GD 2

PROPOSED 900x900 SURFACE INLET PIT WITH GRATEDHEAVY DUTY LID CLASS "D" IN ACCORDANCE WITHPENRITH CITY COUNCIL REQUIREMENT.

ON GRADE KERB INLET PIT WITH 1.8m LINTEL ANDHEAVY DUTY GRATED LID CLASS "D" IN ACCORDANCEWITH PENRITH CITY COUNCIL REQUIREMENT.

SUB-SOIL DRAIN DETAILSCALE 1:20

BACKFILL WITH 5mm NOM.BLUE METAL FILTERMATERIAL.

WRAP WHOLE OF TRENCHWITH PERMEABLE TEXTILEFABRIC. BIDIM A12 OREQUIVALENT.

100Ø uPVC SLOTTEDCORRUGATED SUB-SOIL DRAINAGELINE WRAPPED WITH FILTER SOCK.

TOPSOIL.

600

150

200mm WIDE HEAVY DUTY GRATED DRAIN ANDMEDIUM DUTY FRAME CLASS "D" IN ACCORDANCEWITH PENRITH CITY COUNCIL REQUIREMENT.

-GD 1

PROPOSED JUNCTION PIT WITH 900x900 HINGED HEAVY DUTYCONCRETE LID CLASS "D" IN ACCORDANCE WITH PENRITH CITYCOUNCIL REQUIREMENT.

RWT TANK ACCESS OPENING WITH 900x900 HINGED MEDIUMDUTY SEALED CONCRETE LID CLASS "C" IN ACCORDANCE WITHPENRITH CITY COUNCIL REQUIREMENT.

-A 5 PROPOSED SAG KERB INLET PIT WITH 1.8m LINTEL AND HEAVYDUTY GRATED LID CLASS "D" IN ACCORDANCE WITH PENRITHCITY COUNCIL REQUIREMENT

-A 6 -A 7 -A 8

-C 1

-C 3 -C 4 -C 5

-C 7 -C 8

01 ISSUED FOR DA ONLY MC NH 06.05.2021

-C 2

-A 9 -A 10 -A 11-A 5 -A 12 -A 13

-C 6

-B 3 -D 1

-GD 3

PROPOSED 600x600 SURFACE INLET PIT WITH GRATEDHEAVY DUTY LID CLASS "D" IN ACCORDANCE WITHPENRITH CITY COUNCIL REQUIREMENT.

-F 2 -F 3-F 1

-E 1

-C 4a

-G 2-G 1 -G 3

-G 4

02 ISSUED FOR DA ONLY MC NH 01.06.2021

-A 2a

-A 14

03 ISSUED FOR DA ONLY MC NH 18.06.2021

F2.5

wtA

wtB

wtC

FFL 36.75

SB

DISTRIBUTION DRIVE

1

3

RAINWATER TANK TO CONNECT TOPROPOSED STORMWATERDRAINAGEE

PROPOSED DISCHARGE POINT #2

EXISTING DISCHARGE POINT #1

2

4

2

5

2932m2 ROOF AREA DIRECTED TOPROPOSED 50kL RAINWATER TANK.TO BE USED FOR TOILET REUSE ANDIRRIGATION PURPOSES

SURVEYINFORMATION

SURVEYED BY BOXALLDATUM: AHD

ORIGIN OF LEVELS: PM 33569, RL37.732

50m40302010

SCALE 1:500

0

246810

LAST SAVED BY:MARKETA.CERNA

Date

Scale @A1

Title

Project

Drawing number

Drawn

Checked

Revision

Designed

Approved

This drawing and design remains the property of Henry & Hymas and may not becopied in whole or in part without the prior written approval of Henry & Hymas.

Architect

Client

REVISION AMENDMENT DATEREVISION AMENDMENT DATE DESIGNEDDRAWNDESIGNEDDRAWNhymas&henry

Telephone

+61 2 9417 8400

Facsimile

+61 2 9417 8337

Email

email@hhconsult.com.au

Web

www.henryandhymas.com.au

Qua l

i t y

Manag emen t . I SO 9 001

Global-Mark.com.au®

Suite 2.01

828 Pacific Highway

Gordon NSW 2072

0321C51_DA_C250

PROPOSED FOOD MANUFACTURING FACILITYORCHARD HILLS 2748 NSW

STORMWATER CATCHMENT PLAN

M.Cerna N.Heazlewood

N.Heazlewood A.Francis

APR 21

1:500

SNACKBRANDS

HLA ARCHITECTS

STORMWATER CATCHMENT PLANSCALE: 1:500

ROOF AREA DIRECTED TO PROPOSED 50kLRAINWATER TANKA = 2932 m²

TOTAL CATCHMENT AREA: 47043m²

1

2

3

ROOF AREA DIRECTED TO DISCHARGE POINT #2A = 13828 m²

HARDSTAND/LANDSCAPING AREA DIRECTED TODISCHARGE POINT #2A = 19716 m²

4AREA TO BE DIRECTED TO DISCHARGE POINT #1(MATCHING CURRENT CATCHMENT)A = 3367 m²

01 ISSUED FOR DA ONLY MC NH 06.05.2021

5PERVIOUS AREA TO BE DIRECTED TODISCHARGE POINT #2A = 7200 m²

02 ISSUED FOR DA ONLY MC NH 01.06.2021

03 ISSUED FOR DA ONLY MC NH 18.06.2021

DISTRIBUTION DRIVE

PROPOSED HEAVY DUTY DRIVEWAYCROSSING IN ACCORDANCE WITHPENRITH CITY COUNCIL'SREQUIREMENTS

UP

F2.5

FFL 36.75

SB

SIT

E B

OU

ND

AR

YS

IT

E B

OU

ND

AR

Y

SITE BOUNDARY

S

IT

E

B

O

U

N

D

A

R

Y

SITE BOUNDARY

SIT

E B

OU

ND

AR

Y

9050

EXTENT OF TRUCK PARKING AREASHOWN APPROXIMATELY ONLY

SURVEYINFORMATION

SURVEYED BY BOXALLDATUM: AHD

ORIGIN OF LEVELS: PM 33569, RL37.732

50m40302010

SCALE 1:500

0

246810

LAST SAVED BY:MARKETA.CERNA

Date

Scale @A1

Title

Project

Drawing number

Drawn

Checked

Revision

Designed

Approved

This drawing and design remains the property of Henry & Hymas and may not becopied in whole or in part without the prior written approval of Henry & Hymas.

Architect

Client

REVISION AMENDMENT DATEREVISION AMENDMENT DATE DESIGNEDDRAWNDESIGNEDDRAWNhymas&henry

Telephone

+61 2 9417 8400

Facsimile

+61 2 9417 8337

Email

email@hhconsult.com.au

Web

www.henryandhymas.com.au

Qua l

i t y

Manag emen t . I SO 9 001

Global-Mark.com.au®

Suite 2.01

828 Pacific Highway

Gordon NSW 2072

0221C51_DA_C500

PROPOSED FOOD MANUFACTURING FACILITYORCHARD HILLS 2748 NSW

PAVEMENT PLAN

M.Cerna N.Heazlewood

N.Heazlewood A.Francis

APR 21

1:500

SNACKBRANDS

HLA ARCHITECTS

PAVEMENT PLANSCALE: 1:500

01 ISSUED FOR DA ONLY MC NH 18.06.2021

PAVEMENT LEGEND

PAVEMENT TYPE 1HEAVY DUTY CONCRETE PAVEMENT

PAVEMENT TYPE 2LIGHT DUTY FOOTPATH ASPHALTPAVEMENT

PAVEMENT TYPE 3TEMPORARY TRUCK PARKING-COMPACTED AGGREGATE OVER SUBGRADE

02 ISSUED FOR DA ONLY MC NH 01.07.2021

PROPOSED HAYBALEFILTER, TYP.

DISTRIBUTION DRIVE

EXISTING SEDIMENTBASIN TO BE RETAINEDDURING CONSTRUCTION

EXISTING STOCKPILES TOBE RELOCATED/ REMOVED

PROPOSED SEDIMENT FENCE

PROPOSED CONSTRUCTIONACCESS

PROPOSED MESH ANDGRAVEL INLET FILTER

SURVEYINFORMATION

SURVEYED BY BOXALLDATUM: AHD

ORIGIN OF LEVELS: PM 33569, RL37.732

50m40302010

SCALE 1:500

0

246810

LAST SAVED BY:MARKETA.CERNA

Date

Scale @A1

Title

Project

Drawing number

Drawn

Checked

Revision

Designed

Approved

This drawing and design remains the property of Henry & Hymas and may not be

copied in whole or in part without the prior written approval of Henry & Hymas.

Architect

Client

REVISION AMENDMENT DATEREVISION AMENDMENT DATE DESIGNEDDRAWNDESIGNEDDRAWN

hymas&henry

Telephone

+61 2 9417 8400

Facsimile

+61 2 9417 8337

Email

email@hhconsult.com.au

Web

www.henryandhymas.com.au

Qua l

i t y Manag emen t . I SO 9 001

Global-Mark.com.au®

Suite 2.01

828 Pacific Highway

Gordon NSW 2072

01

21C51_DA_SE01

PROPOSED FOOD MANUFACTURING FACILITY

ORCHARD HILLS 2748 NSW

SEDIMENT AND EROSION

CONTROL PLAN

M.Cerna N.Heazlewood

N.Heazlewood A.Francis

APR 21

1:500

SNACKBRANDS

HLA ARCHITECTS

SEDIMENT AND EROSION CONTROL PLANSCALE: 1:500

01 ISSUED FOR DA ONLY MC NH 06.05.2021

LEGEND

CATCH DIVERSION DRAIN

PROPOSED SEDIMENTATION FENCE

EXISTING BOUNDARY

PROPOSED VEHICLE SHAKER GRID

PROPOSED HAYBALE FILTER

PROPOSED MESH & GRAVEL INLET FILTER

SURVEYINFORMATION

SURVEYED BY BOXALLDATUM: AHD

ORIGIN OF LEVELS: PM 33569, RL37.732

LAST SAVED BY:MARKETA.CERNA

Date

Scale @A1

Title

Project

Drawing number

Drawn

Checked

Revision

Designed

Approved

This drawing and design remains the property of Henry & Hymas and may not becopied in whole or in part without the prior written approval of Henry & Hymas.

Architect

Client

REVISION AMENDMENT DATEREVISION AMENDMENT DATE DESIGNEDDRAWNDESIGNEDDRAWNhymas&henry

Telephone

+61 2 9417 8400

Facsimile

+61 2 9417 8337

Email

email@hhconsult.com.au

Web

www.henryandhymas.com.au

Qua l

i t y Manag emen t . I SO 9 001

Global-Mark.com.au®

Suite 2.01

828 Pacific Highway

Gordon NSW 2072

0121C51_DA_SE02

PROPOSED FOOD MANUFACTURING FACILITYORCHARD HILLS 2748 NSW

SEDIMENT AND EROSIONCONTROL DETAILS

M.Cerna N.Heazlewood

N.Heazlewood A.Francis

APR 21

NTS

SNACKBRANDS

HLA ARCHITECTS

RUNOFF DIRECTED TOSEDIMENT TRAP/ FENCE

GEOTEXTILE FABRIC DESIGNED TO PREVENTINTERMIXING OF SUB GRADE AND BASEMATERIALS AND TO MAINTAIN GOODPROPERTIES OF THE SUB-BASE LAYERS. GEOTEXTILE MAY BE A WOVEN OR NEEDLE

PUNCHED PRODUCT WITH A MINIMUM CBRBURST STRENGTH (AS3706.4-90) OF 2500 N

DGB 20 ROAD BASE OR30mm AGGREGATE. 150mmTHICK MIN TO BE PLACEDOVER GEOTEXTILE FABRIC

N.T.S.

MIN LENGTH 15 METERS

PROPERTY BOUNDARY

EXISTING ROADWAY

300mm MIN

MIN WIDTH 3 METERS

STABILISED SITE ACCESS WITH SHAKER RAMP

CONSTRUCTION SITE

NOTES:

1. THIS DEVICE IS TO BE LOCATED AT ALL EXITS FROMCONSTRUCTION SITE.

2. THIS DEVICE IS TO BE REGULARLY CLEANED OF DEPOSITEDMATERIAL SO AS TO MAINTAIN A 50mm DEEP SPACE BETWEENPLANKS.

3. ANY UNSEALED ROAD BETWEEN THIS DEVICE AND NEARESTROADWAY IS TO BE TOPPED WITH 100mm THICK 40-70mm SIZEAGGREGATE.

4. ALTERNATIVELY, THREE(3) PRECAST CONCRETE CATTLE GRIDS(AS MANUFACTURED BY "HUMES CONCRETE MAY BE USED. 1, 2& 3 ABOVE ALSO APPLY.

PLANSTABILISED SITE ACCESS WITH SHAKER RAMP

N.T.S.

PROP

ERTY

BOU

NDAR

Y

EXIS

TING

ROA

DWAY

min 15 m

150mm THICK 40-70mmAGGREGATE

SHAKER RAMPOF TIMBER ORSTEEL SLATS

200m

m M

IN

SECTION DETAIL

1.5m STAR PICKETS@ MAX. 2.5m CENTRES

SELF-SUPPORTINGGEOTEXTILE

DIRECTION OF FLOW

ON SOIL, 150mm x 100mmTRENCH WITH COMPACTEDBACKFILL AND ON ROCK, SETINTO SURFACE CONCRETE

DISTURBED AREA DIRECTION OFFLOW

1.5m STAR PICKETS@ MAX. 2.5m CENTRES

UNDISTURBED AREAS

PLAN

FLOWSTAR PICKETS @ MAX.2.5m SPACINGS TYPICAL

SEDIMENT FENCESCALE N.T.S.

MIN.

1.5m

20m MAX.

600m

m MI

N.50

0 - 60

0mm

SEDIMENT FENCE CONSTRUCTION NOTES:1. CONSTRUCT SEDIMENT FENCES AS CLOSE AS POSSIBLE TO BEING PARALLEL TO THE CONTOURS OF THE

SITE, BUT WITH SMALL RETURNS AS SHOWN IN THE DRAWING TO LIMIT THE CATCHMENT AREA OF ANY ONESECTION. THE CATCHMENT AREA SHOULD BE SMALL ENOUGH TO LIMIT WATER FLOW IF CONCENTRATEDAT ONE POINT TO 50 LITRES PER SECOND IN THE DESIGN STORM EVENT, USUALLY THE 10-YEAR EVENT.

2. CUT A 150mm DEEP TRENCH ALONG THE UPSLOPE LINE OF THE FENCE FOR THE BOTTOM OF THE FABRICTO BE ENTRENCHED.

3. 3. DRIVE 1.5m LONG STAR PICKETS INTO GROUND @ 2.5m INTERVALS (MAX.) AT THE DOWNSLOPE EDGE OFTHE TRENCH. ENSURE ANY STAR PICKETS ARE FITTED WITH SAFETY CAPS.

4. 4. FIX SELF-SUPPORTING GEOTEXTILE TO THE UPSLOPE SIDE OF THE POSTS ENSURING IT GOES TO THEBASE OF THE TRENCH. FIX THE GEOTEXTILE WITH WIRE TIES OR AS RECOMMENDED BY THEMANUFACTURER. ONLY USE GEOTEXTILE SPECIFICALLY PRODUCED FOR SEDIMENT FENCING. THE USE OFSHADE CLOTH FOR THIS PURPOSE IS NOT SATISFACTORY.

5. 5. JOIN SECTIONS OF FABRIC AT A SUPPORT POST WITH A 150mm OVERLAP. 6. BACKFILL THE TRENCHOVER THE BASE OF THE FABRIC AND COMPACT IT THOROUGHLY OVER THE GEOTEXTILE.

80 METRE MAX.UPSLOPE

DIRECTION OF FLOW

CHANNEL GRADIENT 1-5%

ALL BATTER GRADES 1(V) : 2(H) MAX.

200 mm MIN.

150 mm MIN.

2 METRES MIN.

CATCH DRAINSSCALE N.T.S.

CATCH DRAIN CONSTRUCTION NOTES:1. CONSTRUCT ALONG GRADIENT AS SPECIFIED.2. MAXIMUM SPACING BETWEEN BANKS SHALL BE 80 METRES.3. DRAINS TO BE OF PARABOLIC OR TRAPEZOIDAL CROSS SECTION NOT V-SHAPED.4. EARTH BANKS TO BE ADEQUATELY COMPACTED IN ORDER TO PREVENT FAILURE.5. CONSTRUCTION IS OF A TEMPRORARY NATURE AND SHALL BE COMPACTED AT THE END

A DAYS WORK OR IMMEDIATELY PRIOR RAIN.6. ALL OUTLETS FROM DISTURBED LANDS ARE TO FEED INTO SEDIMENT BASIN OR SIMILAR.7. DISCHARGE RUNOFF COLLECTED FROM UNDISTURBED LANDS ONTO EITHER A

STABILISED OR AN UNDISTURBED DISPOSAL AISTE WITHIN THE SAME SUBCATCHMENTAREA FROM WHICH THE WATER ORIGINATED.

8. COMPACT WITH A SUITABLE IMPLEMENT IN SITUATIONS WHERE THEY ARE REQUIRED TOFUNCTION FOR MORE THAN FIVE DAYS.

9. EARTH BANKS TO BE FREE OF PROJECTIONS OR OTHER IRREGULARITIES THAT WILLIMPEDE NORMAL FLOW.

NOTE: ONLY TO BE USED AS TEMPORARY BANK WHEREMAC.UPSLOPE LENGTH IS 80 METERS.

BUFFER ZONEGRASSED AREA

ANGLE FIRST STAKETOWARDS PREVIOUSLYLAID BALE

100mmDEEP

DIRECTIONOF FLOW

DISTURBED AREABLUE METAL

STAKES DRIVEN 500-700mmINTO THE GROUND

N.T.S.HAYBALE BARRIERS

EARTH BANK

FLOW

STABILISE STOCKPILE SURFACE

2:1 SLOPE (MAX.) 2:1 SLOPE (MAX.)

SEDIMENT FENCE

STOCKPILE CONSTRUCTION NOTES:PLACE STOCKPILES MORE THAN 2 (PREFERABLY 5) METRES FROM EXISTING VEGETATION,CONCENTRATED WATER FLOW, ROADS AND HAZARD AREAS.CONSTRUCT ON THE CONTOUR AS LOW, FLAT, ELONGATED MOUNDS.WHERE THERE IS SUFFICIENT AREA, TOPSOIL STOCKPILES SHALL BE LESS THAN 2 METRES IN HEIGHT.WHERE THEY ARE TO BE PLACED FOR MORE THAN 10 DAYS, STABILISE FOLLOWING THE APPROVEDE.S.C.P. OR S.W.M.P. TO REDUCE THE C-FACTOR TO LESS THAN 0.10.CONSTRUCT EARTH BANKS ON THE UPSLOPE SIDE TO DIVERT WATER AROUND STOCKPILES ANDSEDIMENT FENCES 1 TO 2 METRES DOWNSLOPE.

1.

2.3.4.

5.

STOCKPILESSCALE N.T.S.

01 ISSUED FOR DA ONLY MC NH 06.05.2021

TIMBER SPACERTO SUIT

KERB-SIDE INLET

OVERFLOW

GRAVEL-FILLED WIRE MESHOR GEOTEXTILE "SAUSAGE"

RUNOFF WATERWITH SEDIMENT

FILTERED WATER

SEDIMENT

GRAVEL-FILLED WIRE MESHOR GEOTEXTILE "SAUSAGE"

1. FABRICATE A SLEEVE MADE FROM GEOTEXTILE OR WIRE MESH LONGER THAN THE LENGTH OF THE INLET PIT AND FILL IT WITH 25mm TO 50mm GRAVEL.2. FORM AN ELLIPTICAL CROSS-SECTION ABOUT 150mm HIGH x 400mm WIDE.3. PLACE THE FILTER AT THE OPENING LEAVING AT LEAST A 100mm SPACE BETWEEN IT AND THE KERB INLET. MAINTAIN THE OPENING WITH SPACER BLOCKS.4. FORM A SEAL WITH THE KERB TO PREVENT SEDIMENT BYPASSING THE FILTER.5. SANDBAGS FILLED WITH GRAVEL CAN SUBSTITUTE FOR THE MESH OR GEOTEXTILE PROVIDING THEY ARE PLACED SO THAT THEY CAN FIRMLY ABUT EACH OTHER AND SEDIMENT / LADEN WATERS CANNOT PASS

TIMBER SPACERTO SUIT

MESH & GRAVEL INLET FILTERSCALE N.T.S.

BETWEEN.

MESH & GRAVEL INLET FILTER CONSTRUCTION NOTES:

UP

SIT

E B

OU

ND

AR

YS

IT

E B

OU

ND

AR

Y

SITE BOUNDARY

S

IT

E

B

O

U

N

D

A

R

Y

SITE BOUNDARY

SIT

E B

OU

ND

AR

Y

DISTRIBUTION DRIVE

35.0035.00

35.00

34.50

34.40

34.40

34.40

36.50

36.40

36.30

36.20

36.10

35.20

35.30

35.40

36.20 36.20

36.20

36.30

36.50

36.20

36.1036.10

36.20

35.10 34

.90

34.40

34.60

34.70

34.90

35.00

35.10

34.80

34.50

34.60

34.70

34.60

34.50

35.10

35.20

35.30

35.40

35.50

35.60

35.70

35.80

35.9036.0036.10

36.20

36.30

35.00

34.90

34.80

34.70

34.70

35.00

36.00 36.00

BEL 36.50

BEL 36.10

UP

SIT

E B

OU

ND

AR

YS

IT

E B

OU

ND

AR

Y

SITE BOUNDARY

S

IT

E

B

O

U

N

D

A

R

Y

SITE BOUNDARY

SIT

E B

OU

ND

AR

Y

SURVEYINFORMATION

SURVEYED BY BOXALLDATUM: AHD

ORIGIN OF LEVELS: PM 33569, RL37.732

50m40302010

SCALE 1:500

0

246810

LAST SAVED BY:MARKETA.CERNA

01 ISSUED FOR DA ONLY MC NH 06.05.2021

Date

Scale @A1

Title

Project

Drawing number

Drawn

Checked

Revision

Designed

Approved

This drawing and design remains the property of Henry & Hymas and may not becopied in whole or in part without the prior written approval of Henry & Hymas.

Architect

Client

REVISION AMENDMENT DATEREVISION AMENDMENT DATE DESIGNEDDRAWNDESIGNEDDRAWNhymas&henry

Telephone

+61 2 9417 8400

Facsimile

+61 2 9417 8337

Email

email@hhconsult.com.au

Web

www.henryandhymas.com.au

Qua l

i t y Manag emen t . I SO 9 001

Global-Mark.com.au®

Suite 2.01

828 Pacific Highway

Gordon NSW 2072

0421C51_DA_BE01

PROPOSED FOOD MANUFACTURING FACILITYORCHARD HILLS 2748 NSW

BULK EARTHWORKS PLAN

M.Cerna N.Heazlewood

N.Heazlewood A.Francis

APR 21

1:500

SNACKBRANDS

HLA ARCHITECTS

BULK EARTHWORKS PLANSCALE: 1:500

BULK EARTHWORKS GENERAL NOTES

A QUALIFIED GEOTCHNICAL ENGINEER IS TO PROVIDE FINAL ADVISE ON TEMPORARYBATTERS, EXISTING GROUND CONDITIONS, SITE TREATMENT AS WELL AS UNDERTAKE SUPERVISION.

THE LOCATIONS OF UNDERGROUND SERVICES SHOWN ON THESE DRAWINGS HAVE BEEN PLOTTEDFROM SURVEY AND AUTHORITY INFORMATION. THE SERVICE INFORMATION HAS BEEN PREPARED ONLYTO SHOW THE APPROXIMATE POSITIONS OF ANY KNOWN SERVICES AND MAY NOT BE AS CONSTRUCTEDOR ACCURATE.

HENRY AND HYMAS CANNOT GUARANTEE THAT THE SERVICES INFORMATION SHOWN ON THESEDRAWINGS, ACCURATELY INDICATES THE PRESENCE OR ABSENCE OF SERVICES OR THEIR LOCATIONAND WILL ACCEPT NO LIABILITY FOR INACCURACIES IN THE SERVICES INFORMATION SHOWN ARISINGFROM ANY CAUSE WHATSOEVER.CONTRACTORS ARE TO CONTACT THE RELEVANT SERVICE AUTHORITY PRIOR TO COMMENCEMENT OFEXCAVATION.FOR COMMENCEMENT OF WORKS ON SITE, SEARCH RESULTS ARE TO BE KEPT ON SITE AT ALL TIMES.

ALL SERVICES ARE TO BE LOCATED AND CUT OFF PRIOR TO THE COMMENCEMENT OF EXCAVATION ANDFILLING OPERATIONS.

ALL TOP SOIL, ORGANIC MATTER AND FILL MATERIAL SHALL BE REMOVED FROM ALL AREAS UNDERBUILDING AND CARPARK LOCATIONS TO THE SATISFACTION OF THE GEOTECHNICAL ENGINEER. AREASTO BE FULLY STRIPPED OF EXISTING FILL AND DARK BROWN BLACK UPPER ORGANIC ALLUVIUM.

UPON COMPLETION OF STRIPPING AND PRIOR TO PLACEMENT OF FILL THE ENTIRE SITE SHALL BE PROOFROLLED WITH A MINIMUM OF 6 PASSES OF SMOOTH DRUM ROLLER IN NON VIBRATORY MODE OF NOTLESS THAN 9 TONNE MINIMUM DEAD WEIGHT OR AS SPECIFIED IN THE GEOTECHNICAL REPORT. ANYSOFT OR HEAVING AREAS SHALL BE REMOVED TO THE SATISFACTION OF THE GEOTECHNICAL ENGINEERTO A MINIMUM DEPTH OF 500mm AND THEN BACKFILLED WITH APPROVED MATERIAL IN 200mm THICKLOOSE LAYERS COMPACTED TO 98% OF STANDARD MAX. DRY DENSITY AND TO WITHIN +/- 2% OFSTANDARD OPTIMUM MOISTURE CONTENT. APPROVED BACKFILL MATERIAL MAY BE CRUSHED ROCK ORSANDY LOAM WITH A PLASTICITY INDEX LESS THAN 15%.

IMPORTED FILLING:THE CONTRACTOR WILL IMPORT SUITABLE FILL FROM AN EXTERNAL SOURCE. EXCAVATION MATERIALSMEETING THE REQUIRED SPECIFICATION MAY BE USED AS FILL. THIS MAY INCLUDE RECYCLEDMATERIALS IF THEY ARE SUITABLY BLENDED/CONDITIONED TO MEET MATERIALS SPECIFICATIONS.

CUT & FILL DEPTH RANGELower_value Upper_value Colour

-3.0 to -2.0 m

-2.0 to -1.8 m

-1.8 to -1.6 m

-1.6 to -1.4 m

-1.4 to -1.2 m

-1.2 to -1.0 m

-1.0 to -0.8 m

-0.8 to -0.6 m

-0.6 to -0.4 m

-0.4 to -0.2 m

-0.2 to 0.00 m

0.000 to 0.2 m

0.2 to 0.4 m

0.4 to 0.6 m

0.6 to 0.8 m

0.8 to 1.0 m

1 to 1.2 m

1.2 to 1.4 m

1.4 to 9999 m

OVERALLEARTHWORKS QUANTITIES

CUT 2,750 m³

FILL 33,082 m³

EXCESS OF FILL 30,332 m³

· EARTHWORKS QUANTITIES ARE PRELIMINARY ONLY.· 100 mm TOPSOIL STRIPPING NOT INCLUDED IN ABOVE CALCS· EXCAVATION FOR SERVICE TRENCHES OR FOOTINGS NOT

INCLUDED IN ABOVE CALCS· 250mm PAVEMENT SET DOWN FOR BUILDING SLAB· 280mm PAVEMENT SET DOWN FOR EXTERNAL SLABS· 280mm PAVEMENT SET DOWN FOR CAR PARK AND MINOR ROAD· 150mm LANDSCAPING SET DOWN· 400mm FOR TRUCK SET DOWN AREA

02 ISSUED FOR DA ONLY MC NH 01.06.2021

PAVEMENT LIMIT PLANSCALE: 1:2000

CAR PARK AND MINOR ROAD

TRUCK TURNING ROAD

TRUCK SET DOWN AREA

BUILDING SLAB

LANDSCAPING AREA

03 ISSUED FOR DA ONLY AB NH 22.06.2021

04 ISSUED FOR DA ONLY AB NH 01.07.2021