CLIENT

ARCHITECT

PROJECT MANAGER

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JOB No.

DATE

SCALE

TITLE

DRAWING No. ISSUE

DRAWN DESIGNED CHECKED APPROVED

STATUS

Plot Date

COVER SHEET

AS SHOWN M.T. M.Cz.

MW-C1.01JULY 2020

1SSDA

L.S.L.S.

6906000

TARONGA ZOO - UPPER AUSTRALIAMAIN WORKS

STATE SIGNIFICANT DEVELOPMENT APPLICATION

LOCALITY AERIALNOT TO SCALE

SOURCE : NEARMAP

BRADLEYS HEAD ROAD

SITE

DRAWING SCHEDULEDWG. No. DRAWING TITLE REV

C1.00 Arrangement and Overview Plans

MW-C1.01 Cover Sheet 1

MW-C1.02 Specification Notes 1

MW-C1.03 Existing Survey 1

C2.00 Sediment and Erosion Control

MW-C2.01 Sediment and Erosion Control Plan 1

MW-C2.02 Sediment and Erosion Control Details 1

C6.00 Stormwater Drainage

MW-C6.01 Stormwater Layout Plan 1

MW-C6.02 Stormwater Pit Schedule 1

MW-C6.03 Stormwater Catchment Plan 1

MW-C6.04 Stormwater Drainage Details 1

MW-C6.07 Stormwater Treatment Devices Typical Details 1

CIVIL AND STORMWATER SERVICES

GENERAL

G1. DESIGN HEREIN HAS BEEN PREPARED BY WARREN SMITH AND PARTNERS PTY LTD CONSULTING CIVIL ENGINEERS,LEVEL 9, 233 CASTLEREAGH ST, SYDNEY NSW 2000.TEL:- (02) 9299 1312, FAX:- (02) 9290 1295.

G2. THE DRAWINGS HEREIN SHALL BE READ AS REQUIRED IN CONJUNCTION WITH ARCHITECT DRAWINGS BY:LAHZNIMO ARCHITECTSSUIT 404, FLOURMILL STUDIOS 3 GLADSTONE STNEWTOWN NSW 2042TEL: (02) 95505200

G3. ALL DIMENSIONS IN MILLIMETRES UNO. REDUCED LEVELS AND CHAINAGES ARE IN METRES. DO NOT SCALE DRAWINGS. USE FIGURED DIMENSIONS.

G4. THE PROPOSED WORKS DETAILED HEREIN SHALL BECONSTRUCTED TO THE REQUIREMENTS OF COUNCILGENERALLY AS DETAILED HEREUNDER.

G5. ALL EXISTING SERVICES SHALL BE VERIFIED FOR DEPTH AND HORIZONTAL POSITION BY PHYSICAL MEANS PRIOR TO EXCAVATION. ANY DISCREPANCIESSHALL BE BROUGHT FORTHWITH TO THE PROJECT MANAGER'S ATTENTION.

G6. REFERENCE SHALL BE MADE TO THE CONSTRUCTIONMANAGEMENT PLAN FOR ALL SITE WORKS DETAILEDHEREIN.

STORMWATER & SUB-SOIL DRAINAGEMATERIALS:

STW1. PIPES AND FITTINGS FOR STORMWATER DRAINAGE SHALL BE AS FOLLOWS UNO ON THE DRAWINGS:

A. SEWER GRADE uPVC (SN8) WITH SOLVENT WELDEDJOINTS FOR BELOW GROUND DRAINAGE UP TO 225mm.

B. REINFORCED CONCRETE WITH RUBBER RINGS, CLASS 3, FOR PIPE DIA'S GREATER THAN 225mm OR WHERE REQUIRED BY AS3500 FOR EXCESSIVE DEPTH.

C. INSTALL IN ACCORDANCE WITH AUSTRALIAN STANDARD AS3500 EXCEPT WHERE VARIED BY THE CONTRACT DOCUMENTS.

STW2. PIPES & FITTINGS FOR SUBSOIL DRAINAGE SHALL BESLOTTED POLYVINYL CHLORIDE (PVC) WITH SOLVENTWELDED JOINTS, MIN. 150mm DIAMETER.

STW3. IN GROUND DRAINAGE PIPEWORK SERVING DP's SHALL BE MINIMUM 150mm DIA. UNO.

STW4. GRATED DRAINS SHALL BE 150mm NOM.A. 150mm NOM. WIDTH IN NON TRAFFICABLE AREAS.B. 225mm NOM. WIDTH IN TRAFFICABLE AREAS.

STW5. STORMWATER PITS ARE AS SHOWN & SPECIFIED ONTHE PLANS . PRECAST TYPE ACCEPTABLE WITH STEPIRONS FOR DEPTH GREATER THAN 1200. BENCH ALLPITS MIN. 50mm & FORM SMOOTH TRANSITION FROMINLET TO OUTLET.

STW6. SELECT FILL SHALL BE MATERIAL OBTAINED FROM EXCAVATION OF THE PIPE TRENCH OR IMPORTED WITH A PARTICLE SIZE FOR ROCK NOT GREATER THAN 75mm OR FOR OTHER THAN ROCK NOT GREATER THAN 150mm.

STW7. IMPORTED FILL SHALL BE EITHER, AND GENERALLY CONSIST OF SINGLE SIZED AGGREGATE WITH PARTICLE SIZE NOT GREATER THAN 5mm WRAPPED ALL ROUND WITH GEOTEXTILE FILTER FABRIC OR APPROVED HIGH COMPACTION SAND OR APPROVEDCRUSHED ROAD GRAVEL CONFORMING TO RTA FORM3051 OR SIMILAR.

STW8. STORMWATER PITS AND GRATES TO CONFORM WITHSTANDARD COUNCIL REQUIREMENTS, WHERE ON PUBLIC LAND. GRATES TO BE SUPPLIED IN CLASS SHOWN ON THE DRAWINGS.

INSTALLATION REQUIREMENTS:

STW9. PIPES SHALL BE TRUE TO GRADES SHOWN ANDALIGNED SO THAT THE CENTRES OF THE INLET PIPESINTERSECT WITH THE CENTRE OF THE OUTLET PIPE ATTHE DOWNSTREAM FACE OF THE PIT.

STW10. MINIMUM GRADES FOR GRAVITY STORMWATERDRAINAGE SHALL CONFORM TO AS3500 PART3 ASFOLLOWS, UNO:1% FOR 100 AND 150 mm DIA.0.5% FOR 225 mm DIA0.5% FOR 300 mm DIA0.4% FOR 375 mm DIA

STW11. MINIMUM DEPTH OF COVER SHALL BE :-- 300mm IN PRIVATE PROPERTY (NON VEHICULARTRAFFIC).- 450mm IN PUBLIC AREAS. - 600mm IN VEHICULAR TRAFFICABLE AREAS(FOOTWAY/ROADWAY)

STW12. BED ALL PIPES FIRMLY AND EVENLY ONTO IMPORTEDBEDDING FILL MATERIAL.

STW13. LAY AND JOINT ALL PIPES IN ACCORDANCE WITH THEMANUFACTURERS RECOMMENDATIONS ANDAS 3725-1989 BURIED FLEXIBLE PIPELINESAS 2566-1998 LOADS ON BURIED FLEXIBLE PIPELINESAS 1597.2-1996 PRECAST REINFORCED CONCRETE BOXCULVERTS.AS 3500-1990 NATIONAL PLUMBING & DRAINAGE CODE.PART 2, SANITARY PLUMBING AND SANITARY DRAINAGE.SYDNEY WATER REQUIREMENTS.

STW14. ALLOW TO TEST ALL PIPES AND PITS TOMANUFACTURERS REQUIREMENTS.

CONCRETE WORKS

C1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH AS3600, THE STANDARDS ASSOCIATION AUSTRALIA, STANDARDS CITED IN AS3600,THE DRAWINGS AND THE SPECIFICATION.

C2. ALL CONCRETE SHALL BE 80mm NOMINAL SLUMP, 20mmMAXIMUM AGGREGATE WITH NO ADMIXTURES OR FLYASH, UNLESS OTHERWISE APPROVED. ALL CONCRETEWORK IN CONTACT WITH SEWER TO HAVE TYPE SL PORTLAND CEMENT, OTHERWISE TYPE A CEMENT FORBRIDGE WORKS, A MAXIMUM 56 DAYS SHRINKAGE OF 600MICROSTRAIN, A MINIMUM CEMENT CONTENT 350kg/m3AND MAXIMUM WATER:CEMENT RATIO OF 0.40.

C3. STRENGTH GRADE OF CONCRETE SHALL BE : 25 MPa(KERBS, EDGE STRIPS & CONCRETE ENCASEMENT) AND32 MPa ELSEWHERE.

C4. CONSTRUCTION JOINTS SHALL BE PROPERLY FORMEDAND USED ONLY WHERE SHOWN OR APPROVED. GENERALLY FOR HAND PLACED KERB & GUTTER 6mmTHICK APPROVED BITUMINOUS MASTIC JOINTING MATERIAL SHALL BE PROVIDED AT INTERVALS NOT EXCEEDING 6m. FOR MACHINE PLACED KERB & GUTTER6mm THICK APPROVED BITUMINOUS MASTIC JOINTINGMATERIAL SHALL BE PROVIDED AT INTERVALS NOT EXCEEDING 12m & GUILLOTINED DUMMY GROOVED JOINTS, 25mm IN DEPTH, SHALL BE FORMED EVERY 3mOF GUTTER. JOINTS ARE ALSO REQUIRED AT EACH ENDOF GUTTER CROSSING AND GULLY PITS. JOINTS SHALLBE SET VERTICAL AND SQUARE TO THE KERB.

C5. REINFORCEMENT IS REPRESENTED DIAGRAMMATICALLYAND IS NOT NECESSARILY SHOWN IN TRUE PROJECTION.

C6. ELDING OR SPLICES IN REINFORCEMENT SHALL BE USEDONLY IN POSITIONS APPROVED BY THE ENGINEER.

C7. CONCRETE CURING SHALL BE IN ACCORDANCE WITHAS3600. CURING SHALL BE COMMENCED WITHIN TWOHOURS OF FINISHING OPERATIONS AND SHALL BE CONTINUED FOR A MINIMUM OF SEVEN DAYS BY AN APPROVED PROPRIETARY COMPOUND OR BY KEEPINGCONTINUOUSLY WET.

C8. FORMWORK SHALL BE DESIGNED AND CONSTRUCTED INACCORDANCE WITH AS3610. FORMWORK SHALL NOT BESTRIPPED NOR PROPS REMOVED WITHOUT APPROVAL.

C9. FABRIC LAP DETAILS SHALL BE IN ACCORDANCE WITHFIG.13.2.4 OF AS3600.

C10. HOOKS, LAPS AND BENDS SHALL BE IN ACCORDANCEWITH AS3600 UNO.

C11. ALL CHEMICAL ANCHORS SHALL BE EITHER 'CHEMSET'BY "RAMSET" WITH THE GLASS CAPSULE SYSTEM INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS OR HILTI HVU ADHESIVE ANCHOR WITH FOIL CAPSULE SYSTEM INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURERS INSTRUCTION.

C12. ALL CHEMICAL ANCHORS SHALL BE HOT DIPPEDGALVANIZED AND BE MIN M16 DIA. U.N.O.

GENERAL EARTHWORKS, SITEWORKS & FILLING:FILLING:

SGE1. THESE CLAUSES SHALL BE READ IN CONJUNCTION WITHGEOTECHNICAL INVESTIGATION REPORT.

SGE2. THE RECOMMENDATIONS CONTAINED IN THE GEOTECHREPORT SHALL OVERRIDE THE CLAUSES PRESENTEDHEREIN.

SGE3. STRIP ALL TOPSOIL AND UNDERLYING FILL AND STOCKPILE TOPSOIL FOR LATER REUSE FOR LANDSCAPING PURPOSES.

SGE4. NEW FILL REQUIRED TO REINSTATE CUT LEVELS TO PROPOSED BENCHING LEVELS SHALL BE SOURCED FROM OTHER PARTS OF THE EXCAVATION AS SELECTFILL OR IMPORTED FILL AS SPECIFIED BELOW IN SGE 5AND SGE 6.

SGE5. SELECT FILL SHALL CONSIST OF LOCALLY DERIVED OR

CUT NATURAL CLAYS.SGE6. IMPORTED FILL SHALL CONSIST OF RIPPED SANDSTONE

OR SHALE OR SIMILAR MATERIAL WITH MAXIMUM PARTICLE SIZE NOT GREATER THAN 120mm AND A MOISTURE CONTENT WITHIN 2-3% OF STANDARD OPTIMUM.

SGE7. ALL FILL (COHESIVE SOIL) SHALL BE PLACED IN LAYERSOF 200mm MAXIMUM THICKNESS, COMPACTED BY MACHINE ROLLING TO ACHIEVE A DRY DENSITY RATIOOF NOT LESS THAN 98% STANDARD MAXIMUM AT A CORRESPONDING MOISTURE CONTENT WITHIN 2-3% OFSTANDARD OPTIMUM.

SGE8. IN AREAS WHERE HIGH IMPACT ROLLING IS USED TESTEACH FINAL LAYER OF NOT GREATER THAN 300mm TO400mm TO ACHIEVE A DRY DENSITY SGE8. RATIO OF NOTLESS THAN 98% STANDARD MAXIMUM AT A CORRESPONDING MOISTURE CONTENT WITHIN 2-3% OFSTANDARD OPTIMUM.

EXCAVATION BATTERS:SGE9. ALL TEMPORARY BATTERS CUT IN CLAY SUBSTRATE

SHALL BE 1 HORIZ : 1 VERT. ALL LONG TERM EXPOSEDBATTERS CUT IN CLAY SUBSTRATE SHALL BE 2 HORIZ : 1VERT. ALL DETENTION BASIN BATTERS IN CLAY SUBSTRATE SHALL BE 3 HORIZ : 1 VERT. ALL DETENTIONBASIN BATTERS IN ROCK SUBSTRATE SHALL BE NEARVERTICAL.

SGE10. GEOTECHNICAL TESTING IS TO BE UNDERTAKEN TO ATLEAST LEVEL 1 CONTROL OF FILL COMPACTION STANDARD, AS DEFINED IN AS. 3738 AS FOLLOWS

- FOR GENERAL FILL OR CUT AREAS OVER THE AREA PROVIDE ONE (1) TEST PER 200mm LAYER, OVER AN AREA NOT GREATER THAN 500 m2

- FOR GENERAL FILL AREAS IN CONCENTRATED AREASADJACENT TO AND BEHIND THE STRUCTURE AND ADJACENT TO AND BEHIND RETAINING WALLS PROVIDE ONE (1) TEST PER 200mm LAYER, OVER AN AREA NOT GREATER THAN 50m2

SGE11. SUBMIT ALL GEOTECHNICAL TEST RESULTS TO WARRENSMITH & PARTNERS FOR REVIEW PRIOR TO CONTINUATION WITH SUBSEQUENT SECTION OF WORK.

EARTH WORKS FOR SERVICES

E1. EXCAVATE TRENCHES AND STOCKPILE ALL MATERIALFOR INSPECTION WITH REGARD TO RE-USE FOR TRENCHBACKFILL. REMAINING MATERIAL TO BE REMOVED FROMSITE.

E2. BEDDING MATERIAL SHALL CONSIST OF IMPORTED FILLONLY. THICKNESS OF BEDDING LAYER SHALL BE 75mm INO.T.R. AND 200mm IN ROCK.

E3. EMBED ALL PIPES WITH IMPORTED FILL. PROVIDE 200mm SIDE SUPPORT AND 150mm OVERLAY ABOVEPIPE CROWN.

E4. TRENCH FILL ABOVE THE EMBEDMENT ZONE TO THEUNDERSIDE OF THE ROAD PAVEMENT OR FOOTWAY FILLMATERIAL SHALL BE AS FOLLOWS :

UNDER ROADWAY

TRENCH FILL MATERIAL SHALL CONSIST OF IMPORTEDFILL AS SPECIFIED HEREIN OF EITHER HIGH GRADE COMPACTION SAND OR APPROVED CRUSHED ROAD GRAVEL CONFORMING TO RTA FORM 3051 OR SIMILAR.

OTHER THAN ROADWAY

TRENCH FILL MATERIAL EXCAVATED SHALL CONSIST OFSELECT FILL AS SPECIFIED HEREIN AND SHALL NOT CONTAIN MORE THAN 20% OF STONES OF SIZE BETWEEN 75mm & 150mm AND NONE LARGER THAN 150mm. PRIOR TO THE USE OF THE EXCAVATED MATERIAL IT SHALL BE INSPECTED AND APPROVED BYTHE CONSULTANT.

E5. COMPACT BEDDING, EMBEDMENT AND TRENCH FILLMATERIALS AS FOLLOWS:

EMBEDMENT:-FOR GRANULAR FILL MATERIAL (NON-COHESIVE SOILS)EG. COARSE AGGREGATE FILL, HIGH GRADE COMPACTION SAND, THE DENSITY INDEX (ID) SHALL BENOT LESS THAN 70%.

TRENCH FILL:-FOR GRANULAR MATERIAL (NON-COHESIVE SOILS), THEDENSITY INDEX (ID) SHALL BE NOT LESS THAN 70%.

FOR NON-GRANULAR FILL MATERIAL (COHESIVE SOILS),THE DRY DENSITY RATIO (RD) SHALL BE NOT LESS THAN95%.

E6. MEASURE OF COMPACTION:-THE DEGREE OF COMPACTION SHALL BE MEASURED BYONE OF THE FOLLOWING PARAMETERS :-

GRANULAR FILL (NON-COHESIVE SOILS). THE DENSITY

INDEX (ID) DETERMINED IN ACCORDANCE WITH AS 1289.E6.1 BASED ON THE MAXIMUM AND MINIMUM DRYDENSITIES IN ACCORDANCE WITH AS 1289.E5.1 AND THEFIELD DRY DENSITY IN ACCORDANCE WITH AS 1289.5.3.2,AS 1289.E3.5 OR AS 1289.E8.1.

NON-GRANULAR FILL (COHESIVE SOILS). THE DRY DENSITY RATION (RD) DETERMINED IN ACCORDANCEWITH AS 1289.5.4.1 BASED ON THE FIELD DRY DENSITY INACCORDANCE WITH AS 1289.5.3.2 AND THE MAXIMUMDRY DENSITY IN ACCORDANCE WITH AS 1289.5.1.1

E7. GEOTECHNICAL TESTING IS TO BE UNDERTAKEN TO ATLEAST LEVEL 1 CONTROL OF FILL COMPACTION STANDARD, AS DEFINED IN AS. 3738 AS FOLLOWS:

- TEST EACH 300mm LAYER ABOVE PIPE CROWN.- TEST BASE & SUB-BASE LAYERS WHERE APPLICABLE.- TESTS SHALL BE REQUIRED AT EACH 50m CENTRES

WHERE THE LENGTH OF TRENCH IS WITHIN THE 50mREQUIREMENT.

E8. SUBMIT ALL GEOTECHNICAL TEST RESULTS TO WARRENSMITH & PARTNERS FOR REVIEW PRIOR TO CONTINUATION WITH SUBSEQUENT SECTION OF WORK.

RESTORATION:

RES1. RESTORE ALL TRAFFIC AREAS TO PRE EXISTING CONDITION.

RES2. FOR ALL SURFACES OTHER THAN IN TRAFFIC AREASRESTORE DISTURBED SURFACES TO PRE-EXISTING CONDITIONS AND COMPACT AS SPECIFIED.

RES3. RESTORE ALL AUTHORITY OWNED AREAS TO COUNCILSTANDARDS

APPROVALS

A1. THE AS CONSTRUCTED WORKS SHALL BE INSPECTEDBY DESIGN CONSULTANT. MINIMUM 48 HOURS NOTICESHALL APPLY TO ALL INSPECTIONS.

A2. THE DESIGN PLANS HEREIN ARE SUBJECT TO LOCALCOUNCIL APPROVAL PRIOR TO CONSTRUCTION. OBTAINEXPRESS (WRITTEN) ADVICE TO PROCEED FROM PROJECT MANAGER PRIOR TO COMMENCEMENT.

A3. SUBMIT WORK-AS-EXECUTED DRAWINGS IN CIVILCAD ORDXF DIGITAL FORMAT AND HARD COPY FORMAT. VERIFYALL CONSTRUCTION WORKS SHOWN HEREON.

A4. CERTIFY THAT THE AS CONSTRUCTED SYSTEM HAS BEEN BUILT IN ACCORDANCE WITH THE APPROVED PLANS ISSUED FOR CONSTRUCTION.

PROTECTION OF FLORA - REFER SPECIFICATION

1. ANY TRENCHES WITHIN 3m OF TREES SHALL BE HANDDUG TO AVOID DAMAGE TO TREE ROOTS.

2. IF IT IS CONSIDERED NECESSARY TO PERFORM ANYWORK ON TREES, INCLUDING TRIMMING, LOPPING, ROOTCUTTING, REPAIR AND REMOVAL, APPLICATION IN WRITING SHALL BE MADE BY THE CONTRACTOR TO THESUPERINTENDENT. ANY WORK PERMITTED TO BE DONEON TREES TO BE RETAINED SHALL BE PERFORMED INACCORDANCE WITH THE ARBORISTS REPORT.

3. MATURE TREES AND SHRUBS ARE TO BE REMOVED INACCORDANCE WITH THE ARBORISTS REPORT.

AUTHORITY STANDARDS

LGA 1. THE DRAWINGS HEREIN SHALL BE READ IN CONJUNCTION WITH MOSMAN CITY COUNCIL STANDARDS & SPECIFICATIONS WHICH SHALL OVERRIDESPECIAL DETAILS SHOWN ON THE DRAWINGS.

PROTECTION OF TREES

T1. WHERE STORMWATER DRAINAGE IS LAID WITHIN THEVICINITY OF TREES / CANOPIES OF TREES, WORK IS TOBE COMPLETED TO THE PROJECT ARBORIST'S REQUIREMENTS AND SPECIFICATIONS.

SEDIMENT AND EROSION CONTROL

THE CONTRACTOR FOR THE WORKS IS REQUIRED TO PROVIDESEDIMENTATION AND EROSION CONTROL IN ACCORDANCE WITHTHE GENERAL REQUIREMENTS OUTLINED BELOW.

SITE PROTECTION MEASURES:

SEC1. IT IS PROPOSED TO PROVIDE THE FOLLOWING IN ORDERTO INHIBIT THE MOVEMENT OF SEDIMENT OFF THE SITEDURING THE DEMOLITION AND CONSTRUCTION PHASES.

SITE ACCESS:

SEC1.2. CONSTRUCTION VEHICLES LEAVING THE SITE SHALL BEREQUIRED TO PASS OVER A TEMPORARY

CONSTRUCTION VEHICLE ENTRY CONSISTING OF A 1.5MLONG BY 3M WIDE ‘CATTLE RACK’.

SEDIMENT CONTROL:

SEC1.3. ALL EXPOSED EARTH AREAS WHERE IT MAY BE POSSIBLE FOR RUNOFF TO TRANSPORT SILT DOWN SLOPE SHALL BE PROTECTED WITH A SEDIMENT ANDEROSION CONTROL SILT FENCE GENERALLY INSTALLEDALONG THE BOUNDARIES OF THE SITE.

SEC1.4. THE FENCE WILL BE CONSTRUCTED IN ACCORDANCEWITH DETAILS PROVIDED BY THE DEPARTMENT OF CONSERVATION AND LAND MANAGEMENT INCORPORATING GEOTEXTILE FABRIC WHICH WILL NOTALLOW SUSPENDED PARTICLES GREATER THAN 50MG/LNON-FILTERABLE SOLIDS TO PASS THROUGH, AND ASSUCH COMPLY WITH THE APPROPRIATE PROVISIONS OFTHE CLEAN WATERS ACT 1970.

DUST CONTROL:

THE FOLLOWING DUST CONTROL PROCEDURES WILL BE ADHEREDTO:

SEC2.1. LOOSE LOADS ENTERING OR LEAVING THE SITE WILL BESECURELY COVERED BY A TARPAULIN OR LIKE MATERIAL IN ACCORDANCE WITH RMS AND LOCAL COUNCIL GUIDELINE;

SEC2.2. SOIL TRANSPORT VEHICLES WILL USE THE SINGLE MAINACCESS TO THE SITE;

SEC2.3. THERE WILL BE NO BURNING OF ANY MATERIALS ONSITE;

SEC2.4. WATER SPRAYS WILL BE USED ACROSS THE SITE TOSUPPRESS DUST. THE WATER WILL BE APPLIED EITHERBY WATER SPRINKLERS OR WATER CARTS ACROSS GROUND SURFACES WHENEVER THE SURFACE HAS DRIED OUT AND HAS THE POTENTIAL TO GENERATE VISIBLE LEVELS OF DUST EITHER BY THE OPERATION OFEQUIPMENT OVER THE SURFACE OR BY WIND. THE WATERCRAFT WILL BE EQUIPPED WITH A PUMP ANDSPRAYS;

SEC2.5. SPRAYING WATER AT THE RATE OF NOT LESS THAN THREE (3) L/S AND NOT LESS THAN 700KPA PRESSURE.THE AREA COVERED WILL BE SMALL ENOUGH THAT SURFACES ARE MAINTAINED IN A DAMP CONDITION ANDLARGE ENOUGH THAT RUNOFF IS NOT GENERATED. THEWATER SPRAY EQUIPMENT WILL BE KEPT ON SITEDURING THE CONSTRUCTION OF THE WORKS;

SEC2.6. DURING EXCAVATION, ALL TRUCKS/MACHINERY LEAVINGTHE SITE WILL HAVE THEIR WHEELS WASHED AND/ORAGITATED PRIOR TO TRAVELING ON COUNCIL ROADS,AND;

SEC2.7. FENCES WILL HAVE SHADE CLOTH OR SIMILAR FABRICFIXED TO THE INSIDE OF THE FENCE.

MAINTENANCE:

SEC3.1. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTORTO ENSURE SEDIMENT AND EROSION CONTROL DEVICESON SITE ARE MAINTAINED. THE DEVICES SHALL BE CHECKED DAILY AND THE APPROPRIATE MAINTENANCEUNDERTAKEN AS NECESSARY;

SEC3.2. PRIOR TO THE CLOSING OF THE SITE EACH DAY, THEROAD SHALL BE SWEPT AND MATERIALS DEPOSITEDBACK ONTO THE SITE.;

SEC3.3. GUTTERS AND ROADWAYS WILL BE KEPT CLEAN REGULARLY TO MAINTAIN THEM FREE OF SEDIMENT;

SEC3.4. APPROPRIATE COVERING TECHNIQUES, SUCH AS THEUSE OF PLASTIC SHEETING WILL BE USED TO COVEREXCAVATION FACES, STOCKPILES AND ANY UNSEALEDSURFACES;

SEC3.5. IF DUST IS BEING GENERATED FROM A GIVEN SURFACE,AND WATER SPRAYS FAIL;

SEC3.6. IF FUGITIVE EMISSIONS HAVE THE POTENTIAL TO CAUSETHE AMBIENT AS QUALITY TO FOUL THE AMBIENT AIRQUALITY;

SEC3.7. THE AREA OF SOILS EXPOSED AT ANY ONE TIME WILL BEMINIMISED WHEREVER POSSIBLE BY EXCAVATINGIN A LOCALISED PROGRESSIVE MANNER OVER THE SITE;AND,

SEC3.8. MATERIALS PROCESSING EQUIPMENT SUITABLY COMPLYWITH REGULATORY REQUIREMENTS. THE PROTECTIONWILL INCLUDE THE COVERING OF FEED OPENINGS WITHRUBBER CURTAINS OR SOCKS.

SEC3.9. IT IS CONSIDERED THAT BY COMPLYING WITH THE ABOVE, APPROPRIATE LEVELS OF PROTECTION AREAFFORDED TO THE SITE, THE ADJACENT PUBLIC ROADS,FOOTPATHS AND ENVIRONMENT.

SPECIFICATION NOTES

AS SHOWN M.T. M.Cz.

MW-C1.02JULY 2020

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DRAWN DESIGNED CHECKED APPROVED

STATUSAND PARTNERS.FROM WARREN SMITHWRITTEN PERMISSIONOR WHOLE WITHOUTTO BE COPIED IN PARTTHIS DRAWING IS NOT

COMMENCEMENT OF& LEVELS BEFOREVERIFY ALL DIMENSIONSDRAWINGS, CHECK &DO NOT SCALE FROM

ANY WORK.

AMENDMENTREVISION DATE

PROJECT

CLIENT

JOB No.

DATE

SCALE

TITLE

DRAWING No. ISSUE

PREPARED BYAMENDMENTREVISION DATE

6906000L.S. L.S.

SSDA

TARONGA ZOO -UPPER AUSTRALIA

PAVED

STONE RETAINING WALL

71.49

71.43

71.16

71.51

71.41

71.12

71.30

71.38

71.36

71.41

71.41

71.39

71.38

71.1471.42

TREE 200/4/5

TREE 100/4/3

TREE 100/4/3

TREE 150/4/4

TREE 150/4/4

TREE 150/6/3

TREE 150/6/3TREE 100/3/2

TREE 100/3/2

TREE 150/5/4

TREE 1200/15/30 TREE 100/5/2GARDEN

GARDEN

68.37

70.59

70.56

70.59

70.56

69.5069.55

68.36

70.57

70.52

70.53

69.66

70.55

70.60

70.56

70.56

70.56

70.52

70.33

70.52

70.16

70.56

70.53

70.59

70.56

70.52

70.55

70.25

70.58

70.54

70.47

70.1570.66

70.58

70.56

70.56

70.55

70.54

70.54

70.22

70.56

70.41

70.59

70.55

70.53

70.60

69.69

69.50

BINS BINS

PEDESTRIAN RAMP

GRAVEL

GRAVEL

GRAVEL

SOFTFALLPLAY AREA

PAVED

HAN

DR

AIL

BINS

SEAT

CONCRETE WALL

TIMBER

DECK

STONE

RETAININ

G

WALL

PAVED

PAVED

PAVED

PAVED

TW71.39

TW71.39

TW71.39

TW71.39

TW71.39

TW70.58

TW71.38

TW71.37

TW70.45

GTE

TW71.39

TW71.39

TW71.39

TW71.39

TW71.39

TW71.39

TW71.39

TW71.39

TW70.56

TW71.38

TW70.35

TW70.64

TW71.38

GTETW71.39

TW71.38

TW71.39

TW71.38

TW71.39

TW71.38

TW71.38

TW70.61

TW71.37

TW71.38

TW70.54

TW71.38

TW71.38

TW71.39

TW

TW71.38

71.38

71.38

TW71.37

71.38

71.38

70.55

70.54

70.54

70.51

70.49

70.56

70.53

70.50

70.52

70.51

70.54

70.55

70.52

70.53

71.05

71.06

71.05

71.0670.59

70.60

70.59

70.57

70.59

70.62

70.57

70.61

70.58

70.57

70.55

70.58

70.5870.60

70.57

70.59

EC70.59

70.61

70.60

70.58

EC70.60

70.59

71.39

70.59

EC70.60

70.61

70.56

70.55

70.61

70.60

70.58

70.6070.59

70.56

70.60

70.59

EC70.59

70.61

70.59

70.57

70.59

70.57

70.60

70.58

70.59 70.55

70.60

70.60

70.60

70.5970.56

70.60

70.59

71.22

70.75

71.37

70.76 71.35

71.06

71.07

TS71.38 71.22

71.38

70.76

SIGN

SIGN

71.06

70.76

71.21

71.06

70.76

TS71.23

71.07

SIGN

71.35

71.38

71.98

70.76

70.75

SIGN

71.21

71.06

70.77

71.22

71.38

71.07

71.22

71.20

71.39

SIGN

71.38

71.06

POLE

PLANTER

EKEK

POWBR OUTLET

POWBR OUTLET

FH

RAM

P

DECK

METAL DE-MOUNTABLE

DECK

70.60

70.60

70.59

71.13

71.43

SEALED PIT

71.42

71.44

71.45

71.46

BOX

PLANTERBOX

PLANTERBOX

PAVED

PAVED

CONCRETE EDGE

TIMBER DECK

STEP

S

STEPS

PAVE71.07

71.07

STEPS

STEPS

STEPS

STEPS

STEPS

STEPS

CONCRETE EDGE

PAVED

GARDEN

GARDEN

GARDEN

GARDEN

GRATED PIT

GRATED PIT

GRATED PIT

GRATED PIT

GRATED PIT

GRATED PIT

GRATED PIT

GRATED PIT

GRATED PIT

GRATED PIT

70.51

71.38

70.55

71.29

70.58

70.51

70.51

70.49

70.51

70.50

70.59

71.36

71.23

70.5170.51

71.30

70.54

70.58

70.50

70.52

70.51

70.50

70.5170.58

71.38

70.51

70.54

71.30

70.58

70.49

70.51

70.52

70.51

70.59

71.36

70.51

70.58

70.51

SIH71.44

SIH70.56

SIH71.30

WVVALVEWV

SV71.38

SS70.57

SS70.58

SS70.56

SS70.56

SS70.61

SS71.06

SS70.58

WV70.59

E.PIT

GRATE

DRAIN

DRAIN

GRATE

SV71.06

//

//

//

//

//

//

//

//

//

//

//

//

//

// / / / / / /

//

//

/ //

//

//

//

//

//

//

//

//

//

//

//

//

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

//

//

//

//

//

//

//

//

//

//

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

//

//

//

//

//

//

//

//

//

//

//

//

//

//

//

//

//

//

//

//

//

/

//

//

//

//

//

//

//

//

//

//

//

//

///

//

//

//

//

//

//

//

//

////

//

//

//

//

//

//

//

//

//

//

//

//

//

//

//

//

//

//

//

//

//

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

//

/

/

//

//

/

//

/

/

/

//

/

//

//

//

//

//

///////

//

//

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//

//

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//

//

//////

///

///

//

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

////////

/

/////

//

//

//

//

//

//

//

/

EXISTING SEWER LINE

EXISTING POTABLE WATER

EXISTING ELECTRICITY

EXISTING TELECOMMUNICATIONS LINE

EXISTING GAS MAIN

EXISTING STORMWATER PIPE

EXISTING FIRE SERVICE

LEGENDLIMIT OF WORKS BOUNDARY

////////

EXISTING PONDS / WATER BODIES

0 10.0m5.0

SCALE 1:250

2.55.0 7.5

SHEETA1PLAN

NORTH

EXISTING SURVEY

AS SHOWN M.T. M.Cz.

MW-C1.03JULY 2020

1

PREL

IMIN

AR

Y - N

OT

FOR

CO

NST

RU

CTI

ON

1 DEVELOPMENT APPLICATION 01/07/20

A1200 10 30 40 50 60 70 80 10090 110 150120 130 140

Xref

s: X

-690

6000

-TB_

A1H;

X-6

9060

00-S

U G

roun

d; X

-690

6000

-SU_

Utilit

ies;

X-6

9060

00-A

R Si

te B

ound

ary

Plot

Dat

e: 3

0.06

.202

0@20

:43:

42

Log

in N

ame:

mta

ylor

Cad

File

: T:\6

9060

00\D

rawi

ngs\

Auto

CAD\

Civil

\Des

ign\

Civil

2D\

Mai

n W

orks

\MW

-C1.

03 E

xistin

g Su

rvey

.dwg

DRAWN DESIGNED CHECKED APPROVED

STATUSAND PARTNERS.FROM WARREN SMITHWRITTEN PERMISSIONOR WHOLE WITHOUTTO BE COPIED IN PARTTHIS DRAWING IS NOT

COMMENCEMENT OF& LEVELS BEFOREVERIFY ALL DIMENSIONSDRAWINGS, CHECK &DO NOT SCALE FROM

ANY WORK.

AMENDMENTREVISION DATE

PROJECT

CLIENT

JOB No.

DATE

SCALE

TITLE

DRAWING No. ISSUE

PREPARED BYAMENDMENTREVISION DATE

6906000L.S. L.S.

SSDA

TARONGA ZOO -UPPER AUSTRALIA

BRADLEYS HEAD ROAD

LEGEND

X

X

X

X GEOTEXTILE INLET FILTER- DROP INLET SEDIMENT TRAP

XX

SEDIMENT FENCE

VEHICLE ENTRY GATE

SEDIMENT TRAP FOR KERB INLET- SAND BAGS

LIMIT OF WORKS BOUNDARY

/////////

SITE FENCE

SITE GATE

NOTE:

1. INSTALLATION OF ALL SEDIMENT AND EROSION CONTROLMEASURES IS TO BE IN ACCORDANCE WITH THE LATEST EDITION OFTHE 'BLUE BOOK - MANAGING URBAN STORMWATER'. ALL CONTROLSARE TO BE INSTALLED PRIOR TO DEMOLITION COMMENCING.

2. THE CONTRACTOR IS RESPONSIBLE FOR THE CORRECTINSTALLATION AND ONGOING MAINTENANCE OF THE CONTROLS.REFER TO DWG MW-2.02 FOR MAINTENANCE REQUIREMENTS.

3. SUITABLE AND APPROVED BINS SHALL BE UTILISED FOR THECONTAINMENT OF ALL HARD WASTE, INCLUDING CONCRETESLURRIES, BUILDING WASTE AND LITTER. IN THE CASE OFACCIDENTAL SPILLS OF SOIL OR OTHER MATERIAL, PARTICULARLY INTHE PUBLIC RESERVE, THE MATERIAL SHALL BE SWEPT ANDCONTAINED AND NOT WASHED INTO GUTTER.

4. FOR THE REMOVAL OF EXISTING LOW LEVEL RETAINING WALLS,PLEASE PROVIDE A 1V:2H BATTER TO COMPENSATE FOR THE LEVELDIFFERENCES.

5. EXISTING SERVICES TO THE BUILDINGS BEING DEMOLISHED SHALLBE DISUSED AND REMOVED. DETAILED SURVEY INVESTIGATIONS TOBE UNDERTAKEN PRIOR TO ANY DEMOLITION BEING UNDERTAKEN TOUNDERSTAND THE EXTENT OF THE EXISTING SERVICES AND TOMINIMISE IMPACT TO EXISTING BUILDINGS THAT NEED TO REMAINOPERATIONAL.

6. GEOTEXTILE INLET FILTER BAGS TO BE FITTED IN ALLSTORMWATER GRATED PITS WITHIN THE DEVELOPMENT AREA.

X

X

X

X GEOTEXTILE FILTER FITTED ONSUBSURFACE INLET PITS

LEGEND

X

X

X

X GEOTEXTILE INLET FILTER- DROP INLET SEDIMENT TRAP

XX

SEDIMENT FENCE

VEHICLE ENTRY GATE

SEDIMENT TRAP FOR KERB INLET- SAND BAGS

LIMIT OF WORKS BOUNDARY

/////////

SITE FENCE

SITE GATE

NOTE:

1. INSTALLATION OF ALL SEDIMENT AND EROSION CONTROLMEASURES IS TO BE IN ACCORDANCE WITH THE LATEST EDITION OFTHE 'BLUE BOOK - MANAGING URBAN STORMWATER'. ALL CONTROLSARE TO BE INSTALLED PRIOR TO DEMOLITION COMMENCING.

2. THE CONTRACTOR IS RESPONSIBLE FOR THE CORRECTINSTALLATION AND ONGOING MAINTENANCE OF THE CONTROLS.REFER TO DWG MW-2.02 FOR MAINTENANCE REQUIREMENTS.

3. SUITABLE AND APPROVED BINS SHALL BE UTILISED FOR THECONTAINMENT OF ALL HARD WASTE, INCLUDING CONCRETESLURRIES, BUILDING WASTE AND LITTER. IN THE CASE OFACCIDENTAL SPILLS OF SOIL OR OTHER MATERIAL, PARTICULARLY INTHE PUBLIC RESERVE, THE MATERIAL SHALL BE SWEPT ANDCONTAINED AND NOT WASHED INTO GUTTER.

4. FOR THE REMOVAL OF EXISTING LOW LEVEL RETAINING WALLS,PLEASE PROVIDE A 1V:2H BATTER TO COMPENSATE FOR THE LEVELDIFFERENCES.

5. EXISTING SERVICES TO THE BUILDINGS BEING DEMOLISHED SHALLBE DISUSED AND REMOVED. DETAILED SURVEY INVESTIGATIONS TOBE UNDERTAKEN PRIOR TO ANY DEMOLITION BEING UNDERTAKEN TOUNDERSTAND THE EXTENT OF THE EXISTING SERVICES AND TOMINIMISE IMPACT TO EXISTING BUILDINGS THAT NEED TO REMAINOPERATIONAL.

6. GEOTEXTILE INLET FILTER BAGS TO BE FITTED IN ALLSTORMWATER GRATED PITS WITHIN THE DEVELOPMENT AREA.

X

X

X

X GEOTEXTILE FILTER FITTED ONSUBSURFACE INLET PITS

+62,981 +62,500

+64,281

+63,638

+64,576

+61,210

+67,004

+67,685

+68,412

+69,144

+66,367

+68,919+66,021

+69,153+69,600

+64,615

+68,914

+70,533

WESTERNPAVILION

MACROPODEXHIBIT(REFER TO LANDSCAPEDRAWINGS)

KOALA TREEWALK

ESCARPMENT

TREE HOUSE

SOUTHERN LINK

KOALA TALKS

WILD ROPESCOURSE

NOCTURNALHOUSE BELOW

NOCTURNALHOUSE

ENTRY/EXIT

MACROPODHOLDING

PAVED

STONE RETAINING WALL

71.49

71.43

71.16

71.51

71.41

71.12

71.30

71.38

71.36

71.41

71.41

71.39

71.38

71.1471.42

TREE 200/4/5

TREE 100/4/3

TREE 100/4/3

TREE 150/4/4

TREE 150/4/4

TREE 150/6/3

TREE 150/6/3TREE 100/3/2

TREE 100/3/2

TREE 150/5/4

TREE 1200/15/30 TREE 100/5/2

GRATED PIT

GRATED PIT

GRATED PIT

GRATED PIT

GRATED PIT

GRATED PIT

GRATED PIT

GRATED PIT

GRATED PIT

GRATED PIT

70.51

71.38

70.55

71.29

70.58

70.51

70.51

70.49

70.51

70.50

70.59

71.36

71.23

70.5170.51

71.30

70.54

70.58

70.50

70.52

70.51

70.50

70.5170.58

71.38

70.51

70.54

71.30

70.58

70.49

70.51

70.52

70.51

70.59

71.36

70.51

70.58

70.51

GARDEN

GARDEN

70.59

70.56

70.59

70.56

70.57

70.52

70.53

70.55

60

70.56

70.56

70.56

70.52

70.33

70.52

70.16

70.56

70.53

70.59

70.56

70.52

70.55

70.25

70.58

70.54

70.47

70.1570.66

70.58

70.56

70.56

70.55

70.54

70.54

70.22

70.56

70.41

70.59

70.55

70.53

70.60

BINS BINS

PEDESTRIAN RAMP

GRAVEL

GRAVEL

GRAVEL

SOFTFALLPLAY AREA

PAVED

HAN

DR

AIL

BINS

SEAT

CONCRETE WALL

TIMBER

DECK

STONE

RETAININ

G

PAVED

PAVED

PAVED

PAVED

TW

TW71.39

TW

TW71.39

TW71.39

TW70.58

TW71.38

TW71.37

TW71.3

TW71.39

TW71.39

TW71.39

TW71.39

TW71.39

TW7

TW70.56

TW8

TW71.38

T

TW71.38

TW71.39

TW71.38

TW71.38

TW71.37

TW7

TW

TW71.38

TW71.38

TW71.39

TW

TW71.38

71.38

71.38

TW71.37

71.38

71.38

70.55

70.54

70.54

70.51

70.49

70.56

70.53

70.50

70.52

70.51

70.54

70.55

70.52

70.53

71.05

71.06

71.05

71.0670.59

70.60

70.57

70.59

70.62

70.57

70.61

70.58

70.57

70.55

70.58

70.5870.60

70.57

70.59

EC70.59

70.61

70.60

70.58

EC70.60

70.59

71.39

70.59

EC70.60

70.61

70.56

70.55

70.61

70.60

70.58

70.6070.59

70.56

70.60

70.59

EC70.59

70.61

70.57

70.59

70.57

70.60

70.58

70.59 70.55

70.60

70.60

70.60

70.5970.56

70.60

70.59

71.22

70.75

71.37

70.76 71.35

71.06

71.07

TS71.38 71.22

71.38

70.76

SIGN

SIGN

71.06

70.76

71.21

71.06

70.76

TS71.23

71.07

SIGN

71.35

71.38

71.98

70.76

70.75

SIGN

71.21

71.06

70.77

71.22

71.38

71.07

71.22

71.20

71.39

SIGN

71.38

71.06

POLE

PLANTERPOWBR OUTLET

POWBR OUTLET

FH

70.60

70.60

70.59

71.13

71.44

70.56

71.30

SV71.38

SS70.57

SS70.58

SS70.56

SS70.56

SS70.61

SS71.06

SS70.58

WV70.59

71.43

SEALED PIT

71.42

71.44

71.45

71.46

BOX

PLANTERBOX

PLANTERBOX

PAVED

PAVED

CONCRETE EDGE

GRATE

DRAIN

DRAIN

GRATE

PAVE71.07

71.07

SV71.06

STEPS

STEPS

STEPS

STEPS

STEPS

STEPS

CONCRETE EDGE

PAVED

GARDEN

GARDEN

GARDEN

GARDEN

+62,981 +62,500

+64,281

+63,638

+64,576

+61,210

+67,004

+67,685

+68,412

+69,144

+66,367

+68,919+66,021

+69,153+69,600

+65,874

+65,874

+64,055+64,615

+68,914

+70,533

WESTERNPAVILION

MACROPODEXHIBIT(REFER TO LANDSCAPEDRAWINGS)

KOALA TREEWALK

ESCARPMENT

TREE HOUSE

SOUTHERN LINK

DINGO RD

KOALA TALKS

WILD ROPESCOURSE

NOCTURNALHOUSE BELOW

NOCTURNALHOUSE

ENTRY/EXIT

MACROPODHOLDING

GRATED PIT

GRATED PIT

GRATED PIT

GRATED PIT

GRATED PIT

GRATED PIT

GRATED PIT

GRATED PIT

GRATED PIT

GRATED PIT

70.51

71.38

70.55

71.29

70.58

70.51

70.51

70.49

70.51

70.50

70.59

71.36

71.23

70.5170.51

71.30

70.54

70.58

70.50

70.52

70.51

70.50

70.5170.58

71.38

70.51

70.54

71.30

70.58

70.49

70.51

70.52

70.51

70.59

71.36

70.51

70.58

70.51

GRATE

DRAIN

DRAIN

GRATE

X

X

X

X XX

X

X

X

X

XX

X

X

X

X

XX

XX

X

XX

XX

XX

X

X

X

X

X

X

X

X

X

X

XX

X

X

X

X

X

X

X

X

XX

X

XX

X

X

X

X

X

X

X

X

X

X

X

X

X

X

//

//

//

/

//

//

//

/ / / //

//

/ / / //

//

//

// /

//

//

//

//

//

//

//

//

//

//

//

//

/

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

//

//

//

//

//

//

//

//

//

//

//

//

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

//

/

//

//

//

//

//

/// / / / / / / / /

//

//

//

//

//

//

//

//

//

//

//

/

//

//

//

//

//

//

//

//

//

///

//

//

/

//

//

//

//

//

/

//////

//

//

//

//

//

//

//

//

//

//

//

//

//

//

//

//

//

//

//

//

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

//

//

//

/

//

//

//

/

/

/

//

//

//

//

//

///////

//

//

/

////

//

//

//////

//

//

/

/////

///

///

//

//

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

////

//

//

//

//

//

//

//

/

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

XXX

X

X

X

X

X

X

XX

X

X

XX

X

XX

X

X

X

X

X

X

XX

X

X

XX

X

X

X

X

XX

X

X

X

X

X

X

X

X

X

X

X

XX

X

RW

T

DD

DD

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

XX

X X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

0 10.0m5.0

SCALE 1:250

2.55.0 7.5

SHEETA1PLAN

NORTH

SEDIMENT AND EROSIONCONTROL PLAN

AS SHOWN M.T. M.Cz.

MW-C2.01JULY 2020

1

PREL

IMIN

AR

Y - N

OT

FOR

CO

NST

RU

CTI

ON

1 DEVELOPMENT APPLICATION 01/07/20

A1200 10 30 40 50 60 70 80 10090 110 150120 130 140

Xref

s: X

-690

6000

-TB_

A1H;

X-6

9060

00-S

U G

roun

d; X

-690

6000

-AR

Site

Pla

n; X

-690

6000

-AR

Site

Bou

ndar

y; X

-690

6000

-SU_

Utilit

ies;

X-6

9060

00-S

W L

ayou

tPl

ot D

ate:

30.

06.2

020@

20:4

5:26

L

ogin

Nam

e: m

taylo

r

Ca

d Fi

le: T

:\690

6000

\Dra

wing

s\Au

toCA

D\Ci

vil\D

esig

n\Ci

vil 2

D\M

ain

Wor

ks\M

W-C

2.01

Sed

imen

t and

Ero

sion

Cont

rol P

lan.

dwg

DRAWN DESIGNED CHECKED APPROVED

STATUSAND PARTNERS.FROM WARREN SMITHWRITTEN PERMISSIONOR WHOLE WITHOUTTO BE COPIED IN PARTTHIS DRAWING IS NOT

COMMENCEMENT OF& LEVELS BEFOREVERIFY ALL DIMENSIONSDRAWINGS, CHECK &DO NOT SCALE FROM

ANY WORK.

AMENDMENTREVISION DATE

PROJECT

CLIENT

JOB No.

DATE

SCALE

TITLE

DRAWING No. ISSUE

PREPARED BYAMENDMENTREVISION DATE

6906000L.S. L.S.

SSDA

TARONGA ZOO -UPPER AUSTRALIA

BRADLEYS HEAD ROAD

TEMPORARY SUPPORT TOBE PROVIDED AT ENDS OFEXISTING WALL TO REMAIN.

GATE FORPEDESTRIAN ACCESS

20 METERS MAX (UNO ON PLAN)

STRAW BALES TIGHTLY ABUTTING TOGETHER.

1.2m STAR PICKET DRIVEN600mm INTO GROUND

(OR SIMILAR)

600 100mm IN SOFT GROUND 1.2m STAR PICKET

DRIVEN 600mmINTO GROUND

(OR SIMILAR)

20m MAX (UNO ON PLAN)

1.5m

MIN

REFER TO NOTE 6 & 7

REFER TO NOTE 4

SPACER TO SUIT(BRICK OR TIMBER)

REFER TO NOTE 3 REFER TO NOTE 4

SEDIMENT TRAP

200

50

SEDIMENT AND EROSIONCONTROL DETAILS

AS SHOWN M.T. M.Cz.

MW-C2.02JULY 2020

1

PREL

IMIN

AR

Y - N

OT

FOR

CO

NST

RU

CTI

ON

1 DEVELOPMENT APPLICATION 01/07/20

A1200 10 30 40 50 60 70 80 10090 110 150120 130 140

Xref

s: X

-690

6000

-TB_

A1H

Plot

Dat

e: 3

0.06

.202

0@20

:44:

00

Log

in N

ame:

mta

ylor

Cad

File

: T:\6

9060

00\D

rawi

ngs\

Auto

CAD\

Civil

\Des

ign\

Civil

2D\

Mai

n W

orks

\MW

-C2.

02 S

edim

ent a

nd E

rosio

n Co

ntro

l Det

ails.

dwg

DRAWN DESIGNED CHECKED APPROVED

STATUSAND PARTNERS.FROM WARREN SMITHWRITTEN PERMISSIONOR WHOLE WITHOUTTO BE COPIED IN PARTTHIS DRAWING IS NOT

COMMENCEMENT OF& LEVELS BEFOREVERIFY ALL DIMENSIONSDRAWINGS, CHECK &DO NOT SCALE FROM

ANY WORK.

AMENDMENTREVISION DATE

PROJECT

CLIENT

JOB No.

DATE

SCALE

TITLE

DRAWING No. ISSUE

PREPARED BYAMENDMENTREVISION DATE

6906000L.S. L.S.

SSDA

TARONGA ZOO -UPPER AUSTRALIA

+62,981

+62,500

+64,281

+63,638

+64,576

+61,210

+62,495

+67,004

+67,685

+68,412

+69,144

+66,367

+68,919

+66,021

+69,153

+69,600

+65,874

+65,874

+64,055

+64,615

+68,914

+60,707

+58,344

+55,465

+70,625

+70,554

+70,499

+70,548

+70,513

+70,533

WESTERNPAVILION

MACROPODEXHIBIT(REFER TO LANDSCAPEDRAWINGS)

KOALA TREEWALK

ESCARPMENT

TREE HOUSE

SOUTHERN LINK

DINGO RD

KOALA TALKS

WILD ROPESCOURSE

RAINFORESTAVIARY

TREEKANGAROOENCLOSURE

TARONGACENTRE

TARONGARETREATLANDSCAPING

TARONGARETREATCARPARK ANDENTRYNOCTURNALHOUSE BELOW

NOCTURNALHOUSE

ENTRY/EXIT

EXISTING SERVICE ROAD

MACROPODHOLDINGGRATED PIT

GRATED PIT

GRATED PIT

GRATED PIT

GRATED PIT

GRATED PIT

GRATED PIT

GRATED PIT

GRATED PIT

GRATED PIT

70.51

71.38

70.55

71.29

70.58

70.51

70.51

70.49

70.51

70.50

70.59

71.36

71.23

70.51

70.51

71.30

70.54

70.58

70.50

70.52

70.51

70.50

70.51

70.58

71.38

70.51

70.54

71.30

70.58

70.49

70.51

70.52

70.51

70.59

71.36

70.51

70.58

70.51

SIH

71.44

SIH

70.56

SIH

71.30

WV

VALVE

WV

SV

71.38

SS

70.57

SS

70.58

SS

70.56

SS

70.56

SS

70.61

SS

71.06

SS

70.58

WV

70.59

E.PIT

G

R

A

T

E

D

R

A

IN

D

R

A

IN

G

R

A

T

E

SV

71.06

P

A

V

E

D

S

T

O

N

E

R

E

T

A

IN

IN

G

W

A

L

L

71.49

71.43

71.16

71.51

71.41

71.12

71.30

71.38

71.36

71.41

71.41

71.39

71.38

71.14

71.42

TREE 200/4/5

TREE 100/4/3

TREE 100/4/3

TREE 150/4/4

TREE 150/4/4

TREE 150/6/3

TREE 150/6/3

TREE 100/3/2

TREE 100/3/2

TREE 150/5/4

TREE 1200/15/30

TREE 100/5/2

GRATED PIT

GRATED PIT

GRATED PIT

GRATED PIT

GRATED PIT

GRATED PIT

GRATED PIT

GRATED PIT

GRATED PIT

GRATED PIT

70.51

71.38

70.55

71.29

70.58

70.51

70.51

70.49

70.51

70.50

70.59

71.36

71.23

70.51

70.51

71.30

70.54

70.58

70.50

70.52

70.51

70.50

70.51

70.58

71.38

70.51

70.54

71.30

70.58

70.49

70.51

70.52

70.51

70.59

71.36

70.51

70.58

70.51

GARDEN

GARDEN

70.59

70.56

70.59

70.56

70.57

70.52

70.53

70.55

60

70.56

70.56

70.56

70.52

70.33

70.52

70.16

70.56

70.53

70.59

70.56

70.52

70.55

70.25

70.58

70.54

70.47

70.15

70.66

70.58

70.56

70.56

70.55

70.54

70.54

70.22

70.56

70.41

70.59

70.55

70.53

70.60

B

IN

S

B

IN

S

P

E

D

E

S

T

R

I

A

N

R

A

M

P

GRAVEL

GRAVEL

GRAVEL

SOFTFALL

PLAY AREA

P

A

V

E

D

H

A

N

D

R

A

IL

B

IN

S

S

E

A

T

C

O

N

C

R

E

T

E

W

A

LL

T

I

M

B

E

R

D

E

C

K

STONE

R

E

T

A

I

N

I

N

G

P

A

V

E

D

P

A

V

E

D

P

A

V

E

D

P

A

V

E

D

TW

TW

71.39

TW

TW

71.39

TW

71.39

TW

70.58

TW

71.38

TW

71.37

TW

71.39

TW

71.39

TW

71.39

TW

71.39

TW

71.39

TW

7

TW

70.56

TW

8

TW

71.38

T

TW

71.38

TW

71.38

TW

71.38

TW

71.37

TW

7

TW

TW

71.38

TW

71.38

TW

71.39

TW

TW

71.38

71.38

71.38

TW

71.37

71.38

71.38

70.55

70.54

70.54

70.51

70.49

70.56

70.53

70.50

70.52

70.51

70.54

70.55

70.52

70.53

71.05

71.06

71.05

71.06

70.59

70.57

70.59

70.62

70.57

70.61

70.58

70.57

70.55

70.58

70.58

70.60

70.57

70.59

EC

70.59

70.61

70.60

70.58

EC

70.60

70.59

71.39

70.59

EC

70.60

70.61

70.56

70.55

70.61

70.60

70.58

70.60

70.59

70.56

70.60

70.59

EC

70.59

70.61

70.57

70.59

70.57

70.60

70.58

70.59

70.55

70.60

70.60

70.60

70.59

70.56

70.60

70.59

71.22

70.75

71.37

70.76

71.35

71.06

71.07

TS

71.38

71.22

71.38

70.76

SIGN

SIGN

71.06

70.76

71.21

71.06

70.76

TS

71.23

71.07

SIGN

71.35

71.38

71.98

70.76

70.75

SIGN

71.21

71.06

70.77

71.22

71.38

71.07

71.22

71.20

71.39

SIGN

71.38

71.06

POLE

P

LA

N

T

E

R

POWBR OUTLET

POWBR OUTLET

FH

R

AM

P

DECK

METAL DE-MOUNTABLE

DECK

70.60

70.60

70.59

71.13

SIH

71.44

SIH

70.56

SIH

71.30

SV

71.38

SS

70.57

SS

70.58

SS

70.56

SS

70.56

SS

70.61

SS

71.06

SS

70.58

WV

70.59

71.43

SEALED PIT

71.42

71.44

71.45

E.PIT

71.46

B

O

X

P

LA

N

T

E

R

B

O

X

P

LA

N

T

E

R

B

O

X

P

A

V

E

D

P

A

V

E

D

C

O

N

C

R

E

T

E

E

D

G

E

G

R

A

T

E

D

R

A

IN

D

R

A

IN

G

R

A

T

E

STEPS

PAVE

71.07

71.07

SV

71.06

S

T

E

P

S

S

T

E

P

S

S

T

E

P

S

S

T

E

P

S

S

T

E

P

S

S

T

E

P

S

C

O

N

C

R

E

T

E

E

D

G

E

P

A

V

E

D

G

A

R

D

E

N

G

A

R

D

E

N

G

A

R

D

E

N

G

A

R

D

E

N

//

//

//

//

//

//

//

//

//

//

//

//

//

// / / / / / /

// /

/

/ //

//

//

//

//

//

//

//

//

//

//

//

//

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

//

//

//

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

//

//

//

//

//

//

//

//

//

//

//

//

//

//

//

//

//

//

//

//

//

//

//

//

//

//

//

//

//

//

/ //

//

//

//

//

//

//

//

//

//////

//

//

//

//

//

//

//

//

//

//

//

//

//

//

//

//

//

//

//

//

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

//

/

/

//

/

//

//

/

//

/

/

/

//

//

//

//

//

///////

//

//

/////

//

//

//////

//

//

//////

///

///

//

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

////////

/

/////

//

//

//

//

//

//

//

/

Ø

3

0

0

Ø

2

2

5

Ø

1

5

0

Ø

2

2

5

Ø

2

2

5

Ø

2

2

5

Ø

3

0

0

6EX

1EX

2EX

15

17

R

W

T

D

D

Ø

1

5

0

Ø

1

5

0

Ø

1

5

0

Ø

1

5

0

Ø

2

2

5

Ø

2

2

5

Ø225

Ø

3

0

0

Ø

1

5

0

Ø150

Ø

3

0

0

Ø

3

0

0

Ø

3

0

0

Ø

1

5

0

Ø

3

0

0

Ø

3

0

0

Ø

1

5

0

Ø

1

5

0

Ø

1

5

0

Ø

150

Ø

150

Ø

2

2

5

Ø

2

2

5

213

313

113

7EX

5EX

112

4EX

14

16

24

110

19

12

21

13

31

11

18

3EX

211

111

114

Ø

1

5

0

Ø

3

0

0

D

D

Ø

1

5

0

Ø

1

5

0

CO 6

CO 8

DP

DP

CO 7

DP

DP

CO 9

CO 10

CO 11

CO1

CO 4

CO 2

CO 3

CO 5

115

Ø

1

5

0

SW

SW

SW

SW

SW

SWSW

SW

SW

SW

SW

SW SW

SW

SW

SW

SW

SW

SW

SW

SW

SW

SW

SW

SW

SW

SWSW

GRATED INLET PIT

Ø450

STORMWATER PIPE

PIPE DIAMETER AND

DIRECTION OF FLOW

LEGEND

DEVELOPMENT BOUNDARY

GD

GRATED DRAIN

EXISTING STORMWATER TO BE

REMOVED

SUBSOIL DRAINAGE LINE

OVERLAND FLOW

SUSPENDED PATHWAY

ON-GRADE PATHWAY

ON-GRADE ACCESS ROAD

DROP

SSD

GRASS LINED SWALE

ROCK SWALE

CONCRETE DISH DRAIN

DD

CONCRETE CHANNEL 350(W) X 250(D)

SW

RAINWATER TANK

RWT

0 10.0m5.0

SCALE 1:250

2.55.0 7.5

SHEETA1PLAN

NORTH

STORMWATER LAYOUT PLAN

AS SHOWN M.T. M.Cz.

MW-C6.01

JULY 2020

1

PR

EL

IM

IN

AR

Y - N

OT

F

OR

C

ON

ST

RU

CT

IO

N

1 DEVELOPMENT APPLICATION 01/07/20

A1

Xrefs

: X-6

9060

00-T

B_A1

H; X

-690

6000

-SU

Grou

nd; X

-690

6000

-AR

Site

Boun

dary;

X-6

9060

00-A

R Si

te Pl

an; X

-690

6000

-SW

Layo

ut; X

-690

6000

-SU_

Utilit

ies; X

-690

6000

-DE-

Pave

ment

Plot

Date:

01.07

.2020

@08

:55:00

Lo

gin N

ame:

mcza

rnota

Cad F

ile: T

:\690

6000

\Dra

wing

s\Auto

CAD\

Civil

\Des

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D\Ma

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\MW

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1 Stor

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lan.dw

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DRAWN DESIGNED CHECKED APPROVED

STATUSAND PARTNERS.FROM WARREN SMITHWRITTEN PERMISSIONOR WHOLE WITHOUTTO BE COPIED IN PARTTHIS DRAWING IS NOT

COMMENCEMENT OF& LEVELS BEFOREVERIFY ALL DIMENSIONSDRAWINGS, CHECK &DO NOT SCALE FROM

ANY WORK.

AMENDMENTREVISION DATE

PROJECT

CLIENT

JOB No.

DATE

SCALE

TITLE

DRAWING No. ISSUE

PREPARED BYAMENDMENTREVISION DATE

6906000

L.S. L.S.

SSDA

TARONGA ZOO -

UPPER AUSTRALIA

EXISTING POND PIT TO REMAIN

AND SHALL FACILITATE SUBSOIL

DRAINAGE. DETAILS SURVEY TO BE

UNDERTAKEN PRIOR TO DETAILED

DESIGN

EXISTING STORMWATER PIT TO

BE FITTED WITH x2 690mm PSORB

STORMFILTERS. EXACT LOCATION

AND PIPE NETWORK DETAIL TBC

VIA DETAILED SURVEY.

DN100 RWT

OVERFLOW

EXISTING STORMWATER

PIT. EXACT LOCATION

AND PIPE NETWORK

DETAIL TBC VIA

DETAILED SURVEY.

INTERCEPT EXISTING

DN300 STORMWATER

PIT AND PROVIDE NEW

KERB INLET PIT.

NOTCURNAL BUILODING

FOOTPRINT EXTENT UNDER

TREE HOUSE ROOF

EXTENT OVER

350(W) x 250(D) RECTANGULAR

HOLLOW SECTIONS TO BE

PROVIDED UNDER ENTRYWAYS

EXISTING TRENCH DRAIN AND

ASSOCIATED PIPEWORK TO

BE REMOVED.

NOTES:

1. THE FOLLOWING 15 PITS SHALL BE

FITTED WITH OCEAN GUARD FILTER

BASKETS TO ACHIEVE POLLUTANT

REDUCTION TARGETS:

PITS 1/1, 2/1, 3/1, 1/2, 2/4, 2/EX, 1/11, 2/11,

3/EX, 1/12, 2/13, 3/13, 5/EX, 7/EX, 1/15

EXISTING PIT TO BE UPGRADED TO

A 1200SQ PIT AND FITTED WITH x2

690mm PSORB STORMFILTERS.

EXISTING PIT TO BE UPGRADED TO

A 1200SQ PIT AND FITTED WITH x2

690mm PSORB STORMFILTERS.

EXISTING PIT TO BE

UPGRADED TO A 1200SQ

PIT AND FITTED WITH x2

690mm PSORB

STORMFILTERS.

STORMWATER PIT SCHEDULE

AS SHOWN M.T. M.CZ.

MW-C6.02JULY 2020

1

PR

EL

IM

IN

AR

Y - N

OT

F

OR

C

ON

ST

RU

CT

IO

N

1 DEVELOPMENT APPLICATION 01/07/20

A1

Xrefs

: X-6

9060

00-T

B_A1

HPl

ot Da

te: 01

.07.20

20@

09:05

:26

Login

Nam

e: mc

zarn

ota

Ca

d File

: T:\6

9060

00\D

rawi

ngs\A

utoCA

D\Ci

vil\D

esign

\Civi

l 2D\

Main

Wor

ks\M

W-C

6.02 S

tormw

ater P

it Sch

edule

.dwg

DRAWN DESIGNED CHECKED APPROVED

STATUSAND PARTNERS.FROM WARREN SMITHWRITTEN PERMISSIONOR WHOLE WITHOUTTO BE COPIED IN PARTTHIS DRAWING IS NOT

COMMENCEMENT OF& LEVELS BEFOREVERIFY ALL DIMENSIONSDRAWINGS, CHECK &DO NOT SCALE FROM

ANY WORK.

AMENDMENTREVISION DATE

PROJECT

CLIENT

JOB No.

DATE

SCALE

TITLE

DRAWING No. ISSUE

PREPARED BYAMENDMENTREVISION DATE

6906000

L.S. L.S.

SSDA

TARONGA ZOO -

UPPER AUSTRALIA

Name Surface Elev. (m) Pit Depth (m) Pit Size and Type From To Length (m) U/S IL (m) D/S IL (m) Slope (%) Pipe Type Dia (mm) No. Pipes

Pit 1/1 64.75 1.52 900SQ PIT, CLASS B GRATE Pit 1/1 Pit 2/1 18 63.23 63.05 1.00 RCP (CLASS 3) 300 1

Pit 2/1 64.58 1.56 900SQ PIT WITH 600 x 900 CLASS D GRATE Pit 2/1 CO1 4.18 63.02 62.769 6.00 RCP (CLASS 3) 300 1

CO1 Pit 3/1 8.65 62.769 61.75 11.78 RCP (CLASS 3) 300 1

Pit 3/1 62.5 0.78 900SQ PIT, CLASS B GRATE Pit 3/1 1/EX 15.27 61.72 61.567 1.00 RCP (CLASS 3) 300 1

Pit 1/2 65.43 1.64 900SQ PIT, CLASS B GRATE Pit 1/2 Pit 2/1 13.18 63.79 63.65 1.06 RCP (CLASS 3) 300 1

Pit 1/3 63.638 0.2 - 0.22m 2.10m LONG ACO K200 TRENCH DRAIN WITH CLASS B HEEL SAFE GRATE Pit 1/3 CO1 11.94 62.888 62.769 1.00 uPVC (SN8) 150 1

Pit 1/4 68.51 0.2 - 0.23m 3.00m LONG ACO K200 TRENCH DRAIN WITH CLASS B HEEL SAFE GRATE Pit 1/4 CO2 4.5 67.91 67.7 4.67 uPVC (SN8) 150 1

CO2 CO3 17.06 67.7 66.63 6.27 uPVC (SN8) 150 1

CO3 Pit 2/4 19.43 66.63 65.17 7.51 uPVC (SN8) 225 1

Pit 2/4 66 0.86 900SQ PIT WITH 600 x 900 CLASS D GRATE Pit 2/4 2/EX 28.34 65.14 63.86 4.52 uPVC (SN8) 225 1

Pit 1/5 69.6 0.2 - 0.22m 3.85m LONG ACO K200 TRENCH DRAIN WITH CLASS B HEEL SAFE GRATE Pit 1/5 CO2 1.06 67.711 67.7 1.04 uPVC (SN8) 150 1

Pit 1/6 69.60 0.2 - 0.22m 2.00m LONG ACO K200 TRENCH DRAIN WITH CLASS B HEEL SAFE GRATE Pit 1/6 CO4 3.64 67.813 67.777 1.00 uPVC (SN8) 150 1

CO4 CO2 7.62 67.777 67.70 1.00 uPVC (SN8) 150

Pit 1/7 67.23 0.2 - 0.23m 3.00m LONG ACO K200 TRENCH DRAIN WITH CLASS B HEEL SAFE GRATE Pit 1/7 CO3 1.05 66.64 66.63 0.95 uPVC (SN8) 150 1

Pit 1/8 65.68 0.2 - 0.23m 3.00m LONG ACO K200 TRENCH DRAIN WITH CLASS B HEEL SAFE GRATE Pit 1/8 CO5 9.43 65.08 64.98 1.06 uPVC (SN8) 150 1

CO5 2/EX 4.05 64.27 64.23 1.00 uPVC (SN8) 150 1

Pit 1/9 64.94 0.2 - 0.25m 4.40m LONG ACO K200 TRENCH DRAIN WITH CLASS B HEEL SAFE GRATE Pit 1/9 CO5 3.22 64.34 64.3 1.00 uPVC (SN8) 150 1

Pit 1/10 64.94 0.2 - 0.25m 5.30m LONG ACO K200 TRENCH DRAIN WITH CLASS D HEEL SAFE GRATE Pit 1/10 2/EX 3.19 63.552 63.52 1.00 uPVC (SN8) 150 1

Pit 1/11 68.78 68.78 600SQ PIT, CLASS B GRATE Pit 1/11 Pit 2/11 17.12 67.88 67.2 3.97 uPVC (SN8) 225 1

Pit 2/11 67.8 0.68 600SQ PIT, CLASS B GRATE Pit 2/11 3/EX 13.88 67.12 66.981 1.00 uPVC (SN8) 225 1

Pit 1/12 69.82 1.27 600SQ PIT, CLASS B GRATE Pit 1/12 CO10 11.88 68.55 68.43 1.00 uPVC (SN8) 150 1

CO10 4/EX 5.83 68.43 68.4 2.22 uPVC (SN8) 150 1

Pit 1/13 70.57 0.2 - 0.23m 2.20m LONG ACO K200 TRENCH DRAIN WITH CLASS B HEEL SAFE GRATE Pit 1/13 Pit 2/13 3.9 67.04 67 1.03 uPVC (SN8) 150 1

Pit 2/13 67.6 1.88 900SQ PIT, CLASS B GRATE Pit 2/13 Pit 3/13 7.81 65.72 65.64 1.02 uPVC (SN8) 150 1

Pit 3/13 66.3 0.67 900SQ PIT, CLASS B GRATE Pit 3/13 6/EX 15.04 65.63 65.15 3.19 uPVC (SN8) 225 1

Pit 1/14 62.981 0.2 - 0.26m 5.90m LONG ACO K200 TRENCH DRAIN WITH CLASS B HEEL SAFE GRATE Pit 1/14 Pit 3/1 9.71 62.381 61.9 4.95 uPVC (SN8) 150 1

Pit 1/15 65.9 65.90 900SQ PIT WITH 600 x 900 CLASS D GRATE

+62,981 +62,500

+64,281

+63,638

+64,576

+61,210+62,495

+67,004

+67,685

+68,412

+69,144

+66,367

+68,919+66,021

+69,153+69,600

+65,874

+65,874

+64,055+64,615

+68,914

+60,707

+58,344

+55,465

+70,625

+70,554

+70,499

+70,548

+70,513

+70,533

WESTERNPAVILION

MACROPODEXHIBIT(REFER TO LANDSCAPEDRAWINGS)

KOALA TREEWALK

ESCARPMENT

TREE HOUSE

SOUTHERN LINK

DINGO RD

KOALA TALKS

WILD ROPESCOURSE

RAINFORESTAVIARY

TREEKANGAROOENCLOSURE

TARONGACENTRE

TARONGARETREATLANDSCAPING

TARONGARETREATCARPARK ANDENTRYNOCTURNALHOUSE BELOW

NOCTURNALHOUSE

ENTRY/EXIT

EXISTING SERVICE ROAD

MACROPODHOLDING

PAVED

STONE RE

71.49

71.43

71.16

71.51

71.41

71.12

71.30

71.38

71.36

71.41

71.41

71.39

71.38

71.1471.42

TREE 200/4/5

TREE 100/4/3

TREE 100/4/3

TREE 150/4/4

TREE 150/4/4

TREE 150/6/3

TREE 150/6/3TREE 100/3/2

TREE 100/3/2

TREE 150/5/4

TREE 1200/15/30 TREE 100/5/2

GRATED PIT

GRATED PIT

GRATED PIT

GRATED PIT

GRATED PIT

GRATED PIT

GRATED PIT

GRATED PIT

GRATED PIT

GRATED PIT

70.51

71.38

70.55

71.29

70.58

70.51

70.51

70.49

70.51

70.50

70.59

71.36

71.23

70.5170.51

71.30

70.54

70.58

70.50

70.52

70.51

70.50

70.5170.58

71.38

70.51

70.54

71.30

70.58

70.49

70.51

70.52

70.51

70.59

71.36

70.51

70.58

70.51

GARDEN

GARDEN

70.59

70.56

70.59

70.56

70.57

70.52

70.53

70.55

70.56

70.56

70.56

70.52

70.33

70.52

70.16

70.56

70.53

70.59

70.56

70.52

70.55

70.25

70.58

70.54

70.47

70.1570.

70.58

70.56

70.56

70.55

70.54

70.54

70.22

70.56

70.41

70.59

70.55

70.53

70.60

BINS BINS

PEDESTRIAN RAMP

GRAVEL

GRAVEL

GRAVEL

SOFTFALLPLAY AREA

PAVED

HAN

DR

AIL

BINS

SEAT

CONCRETE WALL

TIMBER

DECK

STONE

PAVED

PAVED

PAVED

PAVED

TW71.39

TW71.39

TW1.39

TW

TW71.38

TW71.37

TW71.39

TW71.39

TW71.39

TW71.39

TW71.39

TW70.5

TW71.

TW71.38

TW71.38

TW.38

TW71.37

W

TW71.38

TW71.39

TW

TW71.38

71.38

71.38

TW71.37

71.38

71.38

70.55

70.54

70.54

70.51

70.49

70.56

70.53

70.50

70.52

70.51

70.54

70.55

70.52

70.53

71.05

71.06

71.05

71.0670.59

70.57

70.59

70.62

70.57

70.61

70.58

70.57

70.55

70.58

70.5870.60

70.57

70.59

EC70.59

70.61

70.60

70.58

EC70.60

70.59

71.39

70.59

EC70.60

70.61

70.56

70.55

70.61

70.60

70.58

70.6070.59

70.56

70.60

70.59

EC70.59

70.61

70.57

70.59

70.57

70.60

70.58

70.59 70.55

70.60

70.60

70.5970.56

70.60

70.59

71.22

70.75

71.37

70.76 71.35

71.06

71.07

TS71.38 71.22

71.38

70.76

SIGN

SIGN

71.06

70.76

71.21

71.06

70.76

TS71.23

71.07

SIGN

71.35

71.38

71.98

70.76

70.75

SIGN

71.21

71.06

70.77

71.22

71.38

71.07

71.22

71.20

71.39

SIGN

71.38

71.06

POLE

PLANTERPOWBR OUTLET

POWBR OUTLET

FH

RAM

P

DECK

METAL DE-MOUNTABLE

DECK

70.60

70.60

70.59

71.13

SIH71.44

SIH70.56

SIH71.30

SV71.38

SS70.57

SS70.58

SS70.56

SS70.56

SS70.6

SS71.06

SS70.58

WV70.59

71.43

SEALED PIT

71.42

71.44

71.45E.PIT

71.46

BOX

PLANTERBOX

PLANTERBOX

PAVED

PAVED

CONCRETE EDGE

GRATE

DRAIN

DRAIN

GRATE

STEPS

PAV71.0

71.

SV71.0

STEPS

STEPS

STEPS

STEPS

STEPS

STEPS

CONCRETE EDGE

PAVED

GARDEN

GARDEN

GARDEN

GARDEN

GRATED PIT

GRATED PIT

GRATED PIT

GRATED PIT

GRATED PIT

GRATED PIT

GRATED PIT

GRATED PIT

GRATED PIT

GRATED PIT

70.51

71.38

70.55

71.29

70.58

70.51

70.51

70.49

70.51

70.50

70.59

71.36

71.23

70.5170.51

71.30

70.54

70.58

70.50

70.52

70.51

70.50

70.5170.58

71.38

70.51

70.54

71.30

70.58

70.49

70.51

70.52

70.51

70.59

71.36

70.51

70.58

70.51

GRATE

DRAIN

DRAIN

GRATE

TO PIT EX PIT 3

TO PIT 3/13

ROOF TO PIT 1/12

TO PIT 1/11

TO PIT 2/4

TO PIT 1/7

TO PIT 1/10

TO PIT 2/1

TO PIT 3/1

ROOF TO 5/EX

TO PIT 6/EX

TO PIT 7/EX

TO PIT 1/13

TO PIT 1/9TO PIT 1/2

TO PIT 1/8

SUBSOIL TO PIT 2/13A = 502.6 m2

A = 50.2 m

2

A = 86.8 m2

A = 151 m2

A = 1269.7 m2

A = 1564 m2

A = 289.7m2

A = 173.7 m2

A = 1119.7 m2

A = 776.2 m2

A = 325.8m2

A = 312.6 m2

A = 258m2

A = 111.7m2

A = 239.2 m2

A =335.4 m2

A = 185 m2

6EX

1EX

2EX

15

17

RW

T

213

313

113

7EX

5EX

112

4EX

14

16

24

110

19

12

21

13

31

11

18

3EX

211

111

114

CO 6

CO 8

DP

DPCO 7

DP

DPCO 9

CO 10

CO 11

CO1

CO 4

CO 2

CO 3

CO 5

115

A = 174.5 m2

A = 60.2m2

A = 35m2

//

//

//

/

//

//

//

/ / / //

//

/ / / //

//

//

// /

//

//

//

//

//

//

//

//

//

//

//

//

/

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

//

//

//

//

//

//

//

//

//

//

//

//

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

//

//

//

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//

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// / / / / / / / /

//

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/

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//

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/

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//

//

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/

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//

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//

//

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//

/

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

////

//

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//

/

TO PIT2/11

A = 28.2m2

BYPASSBYPASS

TOP PIT 1/14

TO PIT 1/3

TO PIT 1/1A = 810.7 m2

0 10.0m5.0

SCALE 1:250

2.55.0 7.5

SHEETA1PLAN

NORTH

STORMWATER CATCHMENTPLAN

AS SHOWN M.T. M.Cz.

MW-C6.03JULY 2020

1

PREL

IMIN

AR

Y - N

OT

FOR

CO

NST

RU

CTI

ON

1 DEVELOPMENT APPLICATION 01/07/20

A1200 10 30 40 50 60 70 80 10090 110 150120 130 140

Xref

s: X

-690

6000

-TB_

A1H;

X-6

9060

00-S

U G

roun

d; X

-690

6000

-AR

Site

Pla

n; X

-690

6000

-AR

Site

Bou

ndar

y; X

-690

6000

-SW

Lay

out;

X-69

0600

0-SU

_Utili

ties;

X-6

9060

00-A

R M

W-S

ite B

ound

ary

Plot

Dat

e: 3

0.06

.202

0@21

:40:

22

Log

in N

ame:

mta

ylor

Cad

File

: T:\6

9060

00\D

rawi

ngs\

Auto

CAD\

Civil

\Des

ign\

Civil

2D\

Mai

n W

orks

\MW

-C6.

03 S

torm

wate

r Cat

chm

ent P

lan.

dwg

DRAWN DESIGNED CHECKED APPROVED

STATUSAND PARTNERS.FROM WARREN SMITHWRITTEN PERMISSIONOR WHOLE WITHOUTTO BE COPIED IN PARTTHIS DRAWING IS NOT

COMMENCEMENT OF& LEVELS BEFOREVERIFY ALL DIMENSIONSDRAWINGS, CHECK &DO NOT SCALE FROM

ANY WORK.

AMENDMENTREVISION DATE

PROJECT

CLIENT

JOB No.

DATE

SCALE

TITLE

DRAWING No. ISSUE

PREPARED BYAMENDMENTREVISION DATE

6906000L.S. L.S.

SSDA

TARONGA ZOO -UPPER AUSTRALIA

300.00

 

O.D.

100.00

 

0.3xO.D.

 

TRENCH WIDTH

= O.D. + 300min  SURFACE LEVEL.

BACKFILL.

OVERLAY ZONE.COMPACTED ORDINARYFILL (MAX. 75mm).

HAUNCH ZONE AS PERSPECIFICATION NOTES.

BED ZONE AS PERSPECIFICATION NOTES.

REINFORCED CONCRETE PIPE(OUTSIDE DIAMETER = O.D.).

TYPICAL PIPE TRENCHNOT TO SCALE

NOTES:1. TRENCH WIDTH MAY NEED TO BE INCREASED

SUBJECT TO ACHIEVING ADEQUATE COMPACTION.2. MINIMUM PIPE COVER NOT UNDER ROADS = 300mm

UNO.3. THE CONTRACTOR SHALL ENSURE THAT THE

SHORING OF TRENCHES IS INSTALLED ASREQUIRED BY STATUTORY REQUIREMENTS.

4. ENSURE BACKFILLING COMPACTION MEETS THEFOLLOWING STANDARDS;

A) TRENCHES UNDER PAVED AREAS & BUILDINGS -100% SMDD.

B) TRENCHES NOT UNDER PAVEMENTS - 90% SMDD.

GENERAL AREAS

NOTES:

1. TRENCH WIDTH MAY NEED TO BEINCREASED SUBJECT TO ACHIEVINGADEQUATE COMPACTION.

2. MINIMUM PIPE COVER NOT UNDERROADS = 450mm UNO.

3. THE CONTRACTOR SHALL ENSURETHAT THE SHORING OF TRENCHES ISINSTALLED AS REQUIRED BYSTATUTORY REQUIREMENTS.

4. ENSURE BACKFILLING COMPACTIONMEETS THE RELEVANT STANDARDS;

A) TRENCHES UNDER PAVED AREAS &BUILDINGS - 100% SMDD.

B) TRENCHES NOT UNDER PAVEMENTS -95% SMDD.

WID

TH T

OSU

IT F

RAM

E

30 FALL MIN

600 - 900SQ SURFACE INLET PITS

70.00MIN

150.

00

PROVIDE STEP IRONSIF PIT DEEPER THAN1200 (REFER DETAIL)

GRASSED LANDSCAPE

150.

0015

0.00

150.

30M

IN

WIDTH TOSUIT FRAME

150.00 150.00

399.

71 L

APTY

P

PLANSCALE 1:20

DEPT

H AS

REQ

UIRE

D (3

000

MAX

) MORTAR BED

MASS CONCRETE BENCHINGPROVIDE 50 FALL ACROSS PIT

N12 AT 200BOTH WAYSCENTRAL

FLOW

DURHAM/GATIC CAST IRONCLASS 'C' ACCESS GRATE/COVERHINGED TO FRAME.

1-

SETOUT POINTS

DETAILSCALE 1:20

D1/2-

PROVIDE 3.0m LENGTH OF Ø100 SUBSOILWRAPPED IN GEOFABRIC SOCK TO ALLINCOMING LINES

GRASSED LANDSCAPE

300 x 300 x 150 MASSCONCRETE SURROUND

600

FLOW

CLEAROUT (CO)SCALE 1:10

LIGHT DUTY CAST IRON OR BRASSSCREW OR BOLT DOWN CAP

MIN. Ø100mm uPVC (SN8)SEWER GRADE WITH SOLVENTWELDED JOINTS FOR BELOWGROUND DRAINAGE

100mm TOPSOILWITH TURF

100

GRASS LINED SWALESCALE 1:20

31

E X I S T I N G S U R F A C E L E V E L ( E S L )

31

600

100mm TOPSOILWITH TURF

150

ROCK LINED SWALESCALE 1:20

41

E X I S T I N G S U R F A C E L E V E L ( E S L )

41

1200

STORMWATER DRAINAGEDETAILS

AS SHOWN M.T. M.Cz.

MW-C6.04JULY 2020

1

PREL

IMIN

AR

Y - N

OT

FOR

CO

NST

RU

CTI

ON

1 DEVELOPMENT APPLICATION 01/07/20

A1200 10 30 40 50 60 70 80 10090 110 150120 130 140

Xref

s: X

-690

6000

-TB_

A1H

Plot

Dat

e: 3

0.06

.202

0@22

:52:

02

Log

in N

ame:

mta

ylor

Cad

File

: T:\6

9060

00\D

rawi

ngs\

Auto

CAD\

Civil

\Des

ign\

Civil

2D\

Mai

n W

orks

\MW

-C6.

04 S

torm

wate

r Dra

inag

e De

tails

.dwg

DRAWN DESIGNED CHECKED APPROVED

STATUSAND PARTNERS.FROM WARREN SMITHWRITTEN PERMISSIONOR WHOLE WITHOUTTO BE COPIED IN PARTTHIS DRAWING IS NOT

COMMENCEMENT OF& LEVELS BEFOREVERIFY ALL DIMENSIONSDRAWINGS, CHECK &DO NOT SCALE FROM

ANY WORK.

AMENDMENTREVISION DATE

PROJECT

CLIENT

JOB No.

DATE

SCALE

TITLE

DRAWING No. ISSUE

PREPARED BYAMENDMENTREVISION DATE

6906000L.S. L.S.

SSDA

TARONGA ZOO -UPPER AUSTRALIA