MARSDEN PARK PUBLIC SCHOOL CAR PARK...marsden park public school car park civil works drawings...

MARSDEN PARK PUBLIC SCHOOL CAR PARKCIVIL WORKS DRAWINGS

LOCALITY MAP(IMAGE ACQUIRED FROM GOOGLE EARTH)

NTS

SITE

RICHMOND ROAD

RICHMOND ROAD

ROAD

WES

T

GARF

IELD

FILE

: H:\2

0\20-

0004

58 M

ARSD

EN P

ARK

PUBL

IC S

CHOO

L CAR

PAR

K\06

_MOD

EL\A

UTOC

AD\C

IVIL\

C0-0

0.DW

G LA

ST S

AVED

BY:

WILF

REDO

CAB

ALLE

RO

DATEAMENDMENT DETAILS

APPD.CHECKDRAWN

NEMA

ISSUEFIRST DESIGN

NEM

ST

D

DRAWING No. REVISIONPROJECT No.

PROJECT DRAWING TITLESTATUS SCALE

calibregroup.comC 2017

CLIENT

DISCLAIMERALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTORPRIOR TO CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY, DONOT SCALE. NOT FOR CONSTRUCTION UNLESS STAMPED BYCERTIFYING AUTHORITY

STAGE

FORDEVELOPMENT APPROVAL

- AC0-0020-000458

MARSDEN PARK PUBLIC CARPARK LOCALITY PLAN & DRAWING LIST15/07/20NTS

WC CY JH CB

A ISSUED FOR DAWC 15/07/20JH

Sheet List TableSheet Number Sheet Title

C0-00 LOCALITY PLAN & DRAWING LISTC0-02 GENERAL NOTES AND LEGENDC1-10 EROSION AND SEDIMENT CONTROL PLANC2-00 GENERAL ARRANGEMENT PLANC3-80 CIVIL DETAILS

SURVEY INFORMATION

1. CALIBRE CONSULTING DOES NOT GUARANTEE THE SURVEY INFORMATIONSHOWN ON THIS DRAWING AND WILL ACCEPT NO LIABILITY FOR ANYINACCURACIES IN THE SURVEY INFORMATION PROVIDED TO US FROM ANYCAUSE WHATSOEVER.

ORIGIN OF LEVELS: SSM 171572, RL 29.75DATUM OF LEVELS: AHDSURVEY PREPARED BY: HILL & BLUME CONSULTING SURVEYORS

2. SHOULD DISCREPANCIES BE ENCOUNTERED DURING CONSTRUCTIONBETWEEN THE SURVEY DATA AND ACTUAL FIELD DATA, CONTACT CALIBRECONSULTING. THE FOLLOWING NOTES HAVE BEEN TAKEN DIRECTLY FROMTHE ORIGINAL SURVEY DOCUMENTS.

INSTRUMENT STATION

BANK-TOP

BANK-TOE

KERB-INVERT

KERB-BACK

BOLLARD

BUILDING

LIGHT_POLE

ELECTRICITY-PIT

COMMS-PIT

SEWER-PIT

SEWER-INSPECTION_SHAFT

FIRE_HYDRANT

E

S

S

DRAIN-GP

DRAIN-JP

KERB-LIP

GP

JP

FENCE

SITE BOUNDARY

WARNING!EXISTING SERVICES SHOWN ON THESE PLANS ARE NOT GUARANTEED COMPLETE ORCORRECT AND FURTHER INFORMATION IS REQUIRED FROM THE RELEVANTAUTHORITY AND FIELD INVESTIGATION AND ARE TO BE VERIFIED BY THECONTRACTOR PRIOR TO CONSTRUCTION.

FILE

: H:\2

0\20-

0004

58 M

ARSD

EN P

ARK

PUBL

IC S

CHOO

L CAR

PAR

K\06

_MOD

EL\A

UTOC

AD\C

IVIL\

C0-0

2.DW

G LA

ST S

AVED

BY:

WILF

REDO

CAB

ALLE

RO


APPD.CHECKDRAWN

NEMA

ISSUEFIRST DESIGN

NEM

ST

D




CLIENT


STAGE


- AC0-0220-000458

MARSDEN PARK PUBLIC CARPARK GENERAL NOTES AND LEGEND15/07/20NTS

WC CY JH CB


P54.0

FALL

GENERAL LEGEND

SITE BOUNDARY

PROPOSED SPOT LEVELS

PROPOSED MINOR CONTOURS

PROPOSED MAJOR CONTOURS

EXISTING FENCE

CATCH DRAIN

FALL

EXISTING SERVICES NOTES1. CALIBRE CONSULTING DOES NOT GUARANTEE THAT THE SERVICES

INFORMATION SHOWN ON THIS DRAWING SHOWS MORE THAN THEPRESENCE OR ABSENCE OF SERVICES, AND WILL ACCEPT NO LIABILITY FORINACCURACIES IN THE SERVICES INFORMATION FROM ANY CAUSEWHATSOEVER.

2. THE LOCATIONS OF UNDERGROUND SERVICES SHOWN ON THIS DRAWINGHAVE BEEN PLOTTED FROM INFORMATION PROVIDED BY SERVICEAUTHORITIES AND THE SURVEYOR. THIS INFORMATION HAS BEENPREPARED SOLELY FOR THE AUTHORITIES OWN USE AND MAY NOTNECESSARILY BE UPDATED OR ACCURATE.

3. THE POSITION OF SERVICES AS RECORDED BY THE AUTHORITY AT THE TIMEOF INSTALLATION MAY NOT REFLECT CHANGES IN THE PHYSICALENVIRONMENT SUBSEQUENT TO INSTALLATION.

4. THE CONTRACTOR MUST CONFIRM THE EXACT LOCATION AND EXTENT OFSERVICES PRIOR TO CONSTRUCTION AND NOTIFY ANY CONFLICT WITH THEDRAWINGS IMMEDIATELY TO THE ENGINEER/SUPERINTENDENT.

5. ALL EXISTING SERVICES PITS, ENCLOSURES AND CONDUITS SHALL BERELOCATED AND/OR ADJUSTED AS NECESSARY TO THE REQUIREMENTS OFTHE RELEVANT AUTHORITY.

6. THE CONTRACTOR SHALL ALLOW FOR THE CAPPING OFF, EXCAVATION ANDREMOVAL IF REQUIRED OF ALL EXISTING SERVICES IN AREAS AFFECTED BYTHE WORKS WITHIN THE CONTRACT AREA, AS SHOWN ON THE DRAWINGSUNLESS DIRECTED OTHERWISE BY THE SUPERINTENDENT. ALL TOREGULATORY AUTHORITY STANDARDS AND APPROVAL.

7. CONTRACTOR SHALL CONSTRUCT TEMPORARY SERVICES TO MAINTAINEXISTING SUPPLY TO BUILDINGS REMAINING IN OPERATION DURING WORKSTO THE SATISFACTION AND APPROVAL OF THE SUPERINTENDENT. ONCEDIVERSION IS COMPLETE AND COMMISSIONED THE CONTRACTOR SHALLREMOVE ALL SUCH TEMPORARY SERVICES AND MAKE GOOD TO THESATISFACTION OF THE SUPERINTENDENT.

8. INTERRUPTION TO SUPPLY OF EXISTING SERVICES SHALL BE DONE SO ASNOT TO CAUSE ANY INCONVENIENCE. CONTRACTOR TO GAIN APPROVAL OFTHE SUPERINTENDENT FOR TIME OF INTERRUPTION.

9. THE CONTRACTOR SHALL TAKE ALL REASONABLE CARE TO PROTECTEXISTING SERVICES. DAMAGED SERVICES SHALL BE REPAIRED AT THECONTRACTOR'S EXPENSE.

SEQUENCE OF WORKS

1. ALL WORK SHALL BE GENERALLY CARRIED OUT IN ACCORDANCE WITH:

(a) LOCAL AUTHORITY REQUIREMENTS,

(b) EPA - POLLUTION CONTROL MANUAL FOR URBAN STORMWATER

(c) LANDCOM'S SOIL AND CONSTRUCTION - MANAGING URBANSTORMWATER MANUAL

2. EROSION AND SEDIMENT CONTROL DRAWINGS AND NOTES ARE PROVIDEDFOR THE WHOLE OF THE WORKS. SHOULD THE CONTRACTOR STAGETHESE WORKS THEN THE DESIGN MAY REQUIRE TO BE MODIFIED.VARIATION TO THESE DETAILS MAY REQUIRE TO BE APPROVED BY THERELEVANT AUTHORITIES. THE EROSION AND SEDIMENT CONTROL PLANSHALL BE IMPLEMENTED AND ADOPTED TO MEET THE VARYING SITUATIONSAS WORK ON SITE PROGRESSES.

3. MAINTAIN ALL EROSION AND SEDIMENT CONTROL DEVICES TO THESATISFACTION OF THE SUPERINTENDENT AND THE LOCAL AUTHORITY.

4. WHEN STORMWATER PITS ARE CONSTRUCTED PREVENT SITE RUNOFFENTERING THE PITS UNLESS SEDIMENT TRAPS ARE ERECTED AROUND PITS.

5. MINIMIZE THE AREA OF SITE BEING DISTURBED AT ANY ONE TIME.

6. PROTECT ALL STOCKPILES OF MATERIALS FROM SCOUR AND EROSION. DONOT STOCKPILE LOOSE MATERIAL IN ROADWAYS, NEAR DRAINAGE PITS ORIN WATERCOURSES.

7. ALL SOIL AND WATER CONTROL MEASURES ARE TO BE PUT BACK IN PLACEAT THE END OF EACH WORKING DAY, AND MODIFIED TO BEST SUIT SITECONDITIONS.

8. CONTROL WATER FROM UPSTREAM OF THE SITE SUCH THAT IT DOES NOTENTER THE DISTURBED SITE.

9. ALL CONSTRUCTION VEHICLES SHALL ENTER AND EXIT THE SITE VIA THEAPPROVED CONSTRUCTION ENTRY/EXIT ROUTE.

10. ALL VEHICLES LEAVING THE SITE SHALL BE CLEANED AND INSPECTEDBEFORE LEAVING.

11. MAINTAIN ALL STORMWATER PIPES AND PITS CLEAR OF DEBRIS ANDSEDIMENT. INSPECT STORMWATER SYSTEM AND CLEAN OUT AFTER EACHSTORM EVENT.

12. CLEAN OUT ALL EROSION AND SEDIMENT CONTROL DEVICES AFTER EACHSTORM EVENT.

1. PRIOR TO COMMENCEMENT OF EXCAVATION THE FOLLOWING SOILMANAGEMENT DEVICES MUST BE INSTALLED.

(i) CONSTRUCT SILT CONTROL DEVICES BELOW THE SITE AND ACROSSALL POTENTIAL RUNOFF SITES.

(ii) CO-ORDINATE CONSTRUCTION ENTRY/EXIT ROUTES WITH SITESUPERINTENDENT. ARRANGE SUITABLE LOCATION FOR THE INSPECTIONOF TRUCKS PRIOR TO LEAVING SITE AND DIVERT RUNOFF TO SUITABLECONTROL SYSTEM.

(iii) CONSTRUCT MEASURES TO DIVERT UPSTREAM FLOWS INTO EXISTINGSTORMWATER SYSTEM.

(iv) PROVIDE SANDBAG SEDIMENT TRAPS UPSTREAM OF EXISTING PITS.

(v) LOCATE A 1.8 METRE CHAIN WIRE FENCE AROUND THE BOUNDARIESAND ATTACH HESSIAN CLOTH TO IT ON THE WINDWARD SIDE (TIES ATTHE TOP CENTER AND BOTTOM AND AT 1 METRE INTERVALS.

2. DISTURBED AREAS ARE REGULARLY WATERED TO REDUCE DUSTPOLLUTION.

3. CONSTRUCT GEOTEXTILE FILTER PIT SURROUND (SEDIMENT TRAP)AROUND ALL PROPOSED PITS AS THEY ARE CONSTRUCTED.

4. ON COMPLETION OF PAVEMENT PROVIDE SAND BAG SEDIMENT TRAPSAROUND PITS.

5. PROVIDE AND MAINTAIN A STRIP OF TURF ON BOTH SIDES OF ALL ROADSAFTER THE CONSTRUCTION OF KERBS.

6. REMOVE ALL TEMPORARY SOIL MANAGEMENT DEVICES AT THECOMPLETION OF ALL CONSTRUCTION ACTIVITY AND PRIOR TO SITEHANDOVER.

EROSION AND SEDIMENT CONTROLNOTES

CONCRETE NOTESGENERAL

CONCRETE

REINFORCEMENT

1. CONCRETE WORK SHALL BE IN ACCORDANCE WITH AS3600 AND WITH THEPROJECT SPECIFICATIONS.

2. CONSTRUCTION JOINTS SHALL BE PROPERLY FORMED AND USED ONLYWHERE SHOWN ON DRAWINGS OR SPECIFICALLY APPROVED BY THEENGINEER.

3. ALL THICKNESSES SHOWN ARE MINIMUM STRUCTURAL REQUIREMENTS, NOREDUCTION IN THICKNESS DUE TO FALLS OR TOPPING IS PERMITTED.REFER CIVIL DRAWINGS FOR ALL SLAB FALLS AND CONFIRMATION OF SLABSTEPS.

4. THE FACE OF ALL CONCRETE AGAINST WHICH NEW CONCRETE IS TO BECAST IS TO BE MATCHING EXISTING SURFACE.

5. CONDUITS GREATER THAN 25mm DIAMETER CAST INTO CONCRETEMEMBERS SHALL BE SPACED AT A MAXIMUM DISTANCE POSSIBLE ANDUNDER NO CIRCUMSTANCES CLOSER THAN A CLEAR SPACING OF TWICETHE LARGER CONDUIT DIAMETER FROM PARALLEL REINFORCEMENT ORANY OTHER CONDUIT.

1. THE CHARACTERISTIC COMPRESSIVE STRENGTH (f'c) AT 28 DAYS OF INPLACE CONCRETE SHALL BE AS NOTED ON THE DRAWINGS.

3. MAXIMUM AGGREGATE SIZE.....20mm

4. CONCRETE SLUMP SHALL BE:(*) 80mm plus/minus 15mm FOR ALL CONCRETE EXCEPT WHERE OTHERWISENOTED.

(*) AS ADVISED BY STRUCTURAL ENGINEER

5. ALL CONCRETE SHALL BE VIBRATED.

6. ALL CONCRETE SHALL BE CURED IN ACCORDANCE WITH THE SPECIFICATION.

7. ALL CONCRETE SHALL BE SAMPLED AND TESTED IN ACCORDANCE WITHAS1012 AND THE PROJECT SPECIFICATION.

8. ALL FORM WORK SHALL COMPLY WITH AS3610

1. REINFORCEMENT IS TO BE MANUFACTURED IN ACCORDANCE WITH AS4671AND SHALL BE FIXED AS SHOWN ON DRAWINGS.

2. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITHAS.3600 AND OTHER RELEVANT CODES.

3. THE BAR SIZE IS INDICATED BY A NUMBER AFTER THE SYMBOL, WHICHINDICATES THE BAR DIAMETER IN MILLIMETRES.

4. REINFORCEMENT SPACING NOMINATED ON DRAWINGS IS TO ASSISTSCHEDULER AND STEEL FIXER TO ASSESS TOTAL NUMBER OF BARSREQUIRED. WHERE BARS PLACED IN ACCORDANCE WITH SPACINGNOMINATED FOUL WITH OTHER STRUCTURAL REQUIREMENTS,PREFERENCE IS TO BE GIVEN TO RELOCATING BARS BY LOCALLYADJUSTING SPACING TO ENABLE ASSEMBLY OF REINFORCEMENT TO BECOMPLETED. ENGINEER IS TO BE CONTACTED IN THE EVENT THATREINFORCEMENT IS NEEDED TO BE CUT ON SITE PRIOR TO CONTINUING.

5. LAP LENGTHS TO REINFORCEMENT BARS TO BE AS NOTED ON THERELEVANT DRAWINGS.

6. WELDING OF REINFORCEMENT BARS IS NOT PERMITTED UNLESSAPPROVED BY DESIGN ENGINEER.

7. COVER SHALL BE AS NOTED ON THE RELEVANT DRAWINGS.

8. LAPPED SPLICE FOR FABRIC SHALL BE MADE SO THAT THE TWO OUTERMOST TRANSVERSE WIRES OF ONE SHEET OF FABRIC OVERLAP THE TWOOUTER MOST TRANSVERSE WIRES OF THE SHEET BEING LAPPED.

9. CONCRETE COVERS NOTED ARE MEASURED FROM THE FORM WORK ORGROUND FACE TO THE OUTERMOST REINFORCEMENT COMPONENT.

10. COVER TO BE MAINTAINED DURING POURING BY THE USE OF PLASTICCHAIRS OR PLASTIC TIPPED METAL CHAIRS.

11. WHERE NO REINFORCEMENT IS SHOWN ON THE DRAWING AT RIGHTANGLES TO THE MAIN REINFORCEMENT DISTRIBUTION REINFORCEMENT ISTO BE PROVIDED.

2. ALL UNFORMED SURFACES SHALL HAVE A STEEL TROWEL FINISH

GENERAL NOTES1. ALL WORKS ARE TO BE CARRIED OUT IN ACCORDANCE WITH THE

CONSTRUCTION DRAWINGS AND WORK SPECIFICATIONS.

2. ALL WORK WITHIN THE PUBLIC DOMAIN SHALL BE CARRIED OUT INACCORDANCE WITH COUNCIL'S STANDARDS AND SPECIFICATIONS, DETAILSSHOWN ON THE CONSTRUCTION DRAWINGS, AND TO THE REQUIREMENTSOF COUNCIL'S ENGINEER.

3. ALL LEVELS SHALL BE TAKEN FROM ESTABLISHED BENCH MARKS.

4. DIMENSIONS SHALL NOT BE OBTAINED BY SCALING THE CONSTRUCTIONDRAWINGS.

5. ANY DISCREPANCIES OR OMISSIONS WITH OTHER CONSULTANT'SDRAWINGS SHALL BE REFERRED TO THE SUPERINTENDENT FOR A DECISIONBEFORE PROCEEDING WITH THE WORK.

6. VEHICULAR ACCESS AND SERVICES TO ADJOINING PROPERTIES TO BEMAINTAINED AT ALL TIMES.

7. WRITTEN PERMISSION SHALL BE OBTAINED FROM ADJOINING OWNERSPRIOR TO COMMENCEMENT OF ANY RELEVANT CONSTRUCTION AFFECTINGADJOINING LANDS.

8. THE CONTRACTOR SHALL TAKE ALL DUE CARE THAT ONLY THE ABSOLUTEMINIMUM OF AREA FOR CONSTRUCTION IS USED AND THAT NO UNDUEDAMAGE IS DONE TO THE EXISTING VEGETATION.

9. NO WORK TO BE CARRIED OUT IN SUNDAYS.

10. ALL RUBBISH, TEMPORARY OFFICES, SHEDS AND FENCES TO BE REMOVEDAT THE COMPLETION OF ALL CONSTRUCTION ACTIVITY AND PRIOR TO SITEHANDOVER.

EXISTING RECYCLED WATER

SERVICES LEGENDEXISTING FIRE HYDRANT

PROPOSED GAS

PROPOSED ELECTRICAL

PROPOSED RECYCLED WATER

PROPOSED WATER

PROPOSED LIGHT POLE

PROPOSED SEWER

EXISTING SEWER

EXISTING TELECOM (NBN & PIPE NETWORKS)

PROPOSED TELECOM

AutoCAD SHX Text50.00


AutoCAD SHX Text50.00 INV

AutoCAD SHX Text50.00 BCK











AutoCAD SHX Text50.00 LIP


INSTALL TEMPORARY SEDIMENTFENCE ALONG LIMIT OF WORKS.FENCE SHOWN OUTSIDEBOUNDARY FOR CLARITY ONLY.

INSTALL SHAKER GRID AND WASHDOWN FACILITYAT CONSTRUCTION SITE EXIT. FINAL LOCATION TOSUPERINTENDENT'S REQUIREMENTS.

INSTALL TEMPORARYSANDBAGS (TYP)

SHAKER GRID

SEDIMENT FENCE

INSTALL TEMPORARY SILTTRAPS AROUND PITS UNTILSURROUNDING PAVEMENTSHAVE BEEN COMPLETED.

PROVIDE TEMPORARY SANDBAGSAROUND PITS:1. AFTER PAVEMENT WORKS IF

CONSTRUCTION IS STILLONGOING UPSTREAM.

2. TO EXISTING GRATED PITSDOWNSTREAM OF CONSTRUCTION WORKS.

LEGENDFI

LE: H

:\20\2

0-00

0458

MAR

SDEN

PAR

K PU

BLIC

SCH

OOL C

AR P

ARK\

06_M

ODEL

\AUT

OCAD

\CIV

IL\C1

-10.D

WG

LAST

SAV

ED B

Y:W

ILFRE

DO C

ABAL

LERO


APPD.CHECKDRAWN

NEMA

ISSUEFIRST DESIGN

NEM

ST

D




CLIENT


STAGE


- AC1-1020-000458

MARSDEN PARK PUBLIC CARPARK EROSION AND SEDIMENT CONTROL PLAN15/07/201:200

WC WC JH CB


COARSE AGGREGATE75 NOM. SIZE 150 THICKOVER GEOFABRIC

200x100 SLEEPERS200 GAP

SHAKER GRID

5.05.0

NOT TO SCALE

DRAINAGE AREA 0.6ha MAX. - SLOPE GRADIENT 1:2 MAX.SLOPE LENGTH 60m MAX.

WIRE OR STEEL MESH

DETAIL OF OVERLAPDIRECTION OF

FLOW

SURCHARGE OPENINGWHERE DIRECTED

UNDISTURBED AREA

POSTS DRIVEN 0.6mINTO GROUND

3.0m MAX

0.35m

0.7m

MAX

SEDIMENT FENCE

NOTE: POSITION OF SEDIMENT FENCE AS DIRECTED BYSUPERINTENDENT. FENCE TO REMAIN IN PLACE UNTILEXCAVATION IS BELOW FOOTPATH LEVEL. PROVIDE 2m x2mTURFED AREA ON DOWNSTREAM SIDE OF FENCE ATSURCHARGE OPENINGS.

INSTALLATION:1. EXCAVATE A TRENCH 200mm DEEP.2. DRIVE POSTS 500-700mm INTO GROUND AT A MAXIMUM PACING OF 3.0m CENTRES.3. PLACE AND FIX SUPPORT MESH (F52) TO POST.4. LAY BIDIM GEOFABRIC (SF 2000) AGAINST THE SUPPORT MESH AND FIX BY TIE WIRE,STAPLES OR HOG RINGS.5. PLACE BIDIM IN TRENCH AND BACKFILL WITH SOIL.

2m Min.

0.9m Min

THREE LAYERS OF SANDBAGSWITH ENDS OVERLAPPED

STANDARDOVERLAPONTO KERB

SANDBAG KERB INLET SEDIMENT TRAP

RUNOFF

GAP BETWEEN BAGSACT AS SPILLWAY

NOT TO SCALE

2:1 SLOPE (MAX.)FLOW

2:1 SLOPE (

MAX.)

SD 4-1STOCKPILES

CONSTRUCTION NOTES:1. PLACE STOCKPILES MORE THAN 2 (PREFERABLY 5) METRES FROM EXISTING VEGETATION,CONCENTRATED WATER FLOW, ROADS AND HAZARD AREAS.2. CONSTRUCT ON THE CONTOUR AS LOW, FLAT, ELONGATED MOUNDS.3. WHERE THERE IS SUFFICIENT AREA, TOPSOIL STOCKPILES SHALL BE LESS THAN 2 METRES IN HEIGHT.4. WHERE THEY ARE TO BE IN PLACE FOR MORE THAN 10 DAYS, STABILISE FOLLOWING THE APPROVEDESCP OR SWMP TO REDUCE THE C-FACTOR TO LESS THAN 0.10.5. CONSTRUCT EARTH BANKS (STANDARD DRAWING 5-5) ON THE UPSLOPE SIDE TO DIVERT WATERAROUND STOCKPILES AND SEDIMENT FENCES (STANDARD DRAWING 6-8) 1 TO 2 METRES DOWNSLOPE.

SEDIMENT FENCE

STABILISE STOCKPILESURFACEEARTH BANK

0 2.0 4.0 6.0 8.0 10.0 12.0 14.0 16.0

SCALE 1:200 (A1) SCALE 1:400 (A3)

AutoCAD SHX Textpeg

AutoCAD SHX TextSP

AutoCAD SHX TextSP

AutoCAD SHX TextSP

AutoCAD SHX TextSP

AutoCAD SHX TextSP

AutoCAD SHX TextSP

AutoCAD SHX TextSP

AutoCAD SHX TextSP

AutoCAD SHX TextSP

AutoCAD SHX TextSP

AutoCAD SHX TextSP

AutoCAD SHX TextSP

AutoCAD SHX TextSP

AutoCAD SHX TextSP

AutoCAD SHX TextSP

AutoCAD SHX TextSP

AutoCAD SHX TextSP

AutoCAD SHX TextSP

AutoCAD SHX TextSP

AutoCAD SHX TextSP

AutoCAD SHX TextSP

AutoCAD SHX TextSP

AutoCAD SHX TextSP

AutoCAD SHX TextSP

AutoCAD SHX TextSP

AutoCAD SHX TextSP

AutoCAD SHX TextSP

AutoCAD SHX TextSP

AutoCAD SHX TextLP

AutoCAD SHX TextLP

AutoCAD SHX TextLP

AutoCAD SHX TextLP

AutoCAD SHX TextPP

AutoCAD SHX TextPP

AutoCAD SHX TextPP

AutoCAD SHX TextPP

AutoCAD SHX TextPP

AutoCAD SHX TextPP

AutoCAD SHX TextSV

AutoCAD SHX TextSV

AutoCAD SHX TextSV

AutoCAD SHX TextSV

AutoCAD SHX TextSV

AutoCAD SHX TextSV

AutoCAD SHX TextSV

AutoCAD SHX TextTL

AutoCAD SHX TextBOL


































































































































































































































































































































































































































































































































































































































































AutoCAD SHX TextACCESS

AutoCAD SHX TextIC

AutoCAD SHX TextGRASS









AutoCAD SHX TextGU

AutoCAD SHX TextPIT

AutoCAD SHX TextGU

AutoCAD SHX TextPIT

AutoCAD SHX TextTEL


AutoCAD SHX TextIC


AutoCAD SHX TextGU

AutoCAD SHX TextPIT

AutoCAD SHX TextFOOTPATH


AutoCAD SHX TextROAD SIGN

AutoCAD SHX TextGU


AutoCAD SHX TextIC

AutoCAD SHX TextBUS SHELTER


AutoCAD SHX TextGU

AutoCAD SHX TextGU

AutoCAD SHX TextPIT

AutoCAD SHX TextZEBRA CROSSING





AutoCAD SHX TextCONCRETE

AutoCAD SHX TextGUTTER

















AutoCAD SHX TextENTRY

AutoCAD SHX TextPETROL STATION




AutoCAD SHX TextGU


AutoCAD SHX TextVEHICLE



AutoCAD SHX TextIC

AutoCAD SHX TextCRASH BARRIER


AutoCAD SHX TextTEL

AutoCAD SHX TextGU

AutoCAD SHX TextPIT

AutoCAD SHX TextTAC

AutoCAD SHX TextBM SSM171572 IN PATH

AutoCAD SHX TextRL = 29.75 A.H.D.

AutoCAD SHX TextTEL






AutoCAD SHX TextTEL


AutoCAD SHX TextTEL







AutoCAD SHX TextTEL



AutoCAD SHX Text10/0.6/10


AutoCAD SHX TextTEL

AutoCAD SHX TextMETAL FENCE






AutoCAD SHX TextGARDEN

AutoCAD SHX TextGU

AutoCAD SHX TextPIT

AutoCAD SHX TextG A R F I E L D R O A D W E S T

AutoCAD SHX Text%%UDP%%U %%U1199096

AutoCAD SHX Text%%U72

AutoCAD SHX Text2.084 ha

AutoCAD SHX Text(BY DP)

AutoCAD SHX Text188%%D09'50"




AutoCAD SHX TextGU


AutoCAD SHX TextGU

AutoCAD SHX TextPIT






AutoCAD SHX TextGU

AutoCAD SHX Text3.6

AutoCAD SHX TextDISTURBED AREA

AutoCAD SHX Text0.2m

AutoCAD SHX TextGEOTEXTILE FILTER FABRIC

B

P29.00

P30.53

P29.54

P30.12

E31.37

P31.48

P31.75

P30.95

DIRECT SWALE TOEXISTING GRATED PIT.

CHAIN LINK FENCE TO BEINSTALLED 200mm (MIN.)FROM THE TIMBER EDGE.

EXISTING PIPES.LOCATION TO BECONFIRMED AT SITE.

1:40.5

1:20

1:8.33

1:20

1:40

1:50

P30.82

P30.67

CARPARK PAVEMENT - TYPE 1ASSUMED: (MIN. CBR 3%, 3 x 103 ESA's)280mm RECYCLED CONCRETE ROADBASE (DGB20) @ 98% MMDD ONCOMPACTED SUBGRADE @ 98%STANDARD COMPACTION.

E31.24

P33.46

P33.19

VEHICLE CROSSING TO BCCSTANDARDS AND SPECIFICATIONS.REFER DWG C3-80 FOR DETAILS.SAWCUT KERB AND DOWEL

PROPOSED VEHICLE CROSSINGTO BCC STANDARDS ANDSPECIFICATIONS. REFER DWGC3-80 FOR DETAILS.

P33.16

P32.90

P31.84

P31.55

P30.67

1:20

P30.55P30

.85

P30.72

P30.28

P30.26

P29.85

P30.36

P29.16

P29.58

P29.97

P29.66

P30.4

4

P30.70

P31.20

P30.79

P31.25

TIMBER EDGE (TE)

TE

TE

TE

TE

TE

TE

TE

GRASS SWALE 2.0m WIDE,200mm DEPTH. REFERDWG C3-80 FOR DETAILS.

GRASS SWALE 2.0m WIDE,200mm DEPTH. REFERDWG C3-80 FOR DETAILS.

BOLLARD

ONLYR2-7

RIGHTNOTURN

R2-6(R)

2.50

5.406.00

6.00

6.00

7.00

R1-1

STOP

FLAT FACED TREATEDLOG (TYPICAL)FLAT FACED TREATED

LOG (TYPICAL)

FLAT FACED TREATEDLOG (TYPICAL)

TE

FLAT FACE TREATEDLOG (TYPICAL)

FLAT FACE TREATEDLOG (TYPICAL)

TE

TE

CARPARK PAVEMENT - TYPE 1ASSUMED: (MIN. CBR 3%, 3 x 103 ESA's)280mm RECYCLED CONCRETE ROADBASE (DGB20) @ 98% MMDD ONCOMPACTED SUBGRADE @ 98%STANDARD COMPACTION.

CONCRETE ISLAND WITH INTEGRALKERB. REFER DWG C3-80 FOR DETAILS.

R3-1

R3-1

R3-1

R3-1

T5-4

W6-2

W6-2

FILE

: H:\2

0\20-

0004

58 M

ARSD

EN P

ARK

PUBL

IC S

CHOO

L CAR

PAR

K\06

_MOD

EL\A

UTOC

AD\C

IVIL\

C2-0

0.DW

G LA

ST S

AVED

BY:

WILF

REDO

CAB

ALLE

RO


APPD.CHECKDRAWN

NEMA

ISSUEFIRST DESIGN

NEM

ST

D




CLIENT


STAGE


- BC2-0020-000458

MARSDEN PARK PUBLIC CARPARK GENERAL ARRANGEMENT PLAN15/07/201:200

WC WC JH CB

B UPDATED ISSUED FOR DAWC 16/07/20

A ISSUED FOR DAWC 15/07/20

JH

JH

BC2-0020-000458

MARSDEN PARK PUBLIC CARPARK GENERAL ARRANGEMENT PLAN15/07/201:200

WC WC JH CB



JH

JH

0 1 2 3 4 5 6 7 8

SCALE 1:100 (A1) SCALE 1:200 (A3)

"INSET"

REFER TO INSET

AutoCAD SHX Textpeg

AutoCAD SHX TextSP

AutoCAD SHX TextSP

AutoCAD SHX TextSP

AutoCAD SHX TextSP

AutoCAD SHX TextSP

AutoCAD SHX TextSP

AutoCAD SHX TextSP

AutoCAD SHX TextSP

AutoCAD SHX TextSP

AutoCAD SHX TextSP

AutoCAD SHX TextSP

AutoCAD SHX TextSP

AutoCAD SHX TextSP

AutoCAD SHX TextSP

AutoCAD SHX TextSP

AutoCAD SHX TextSP

AutoCAD SHX TextSP

AutoCAD SHX TextSP

AutoCAD SHX TextSP

AutoCAD SHX TextSP

AutoCAD SHX TextSP

AutoCAD SHX TextSP

AutoCAD SHX TextSP

AutoCAD SHX TextSP

AutoCAD SHX TextSP

AutoCAD SHX TextSP

AutoCAD SHX TextSP

AutoCAD SHX TextSP

AutoCAD SHX TextSP

AutoCAD SHX TextLP

AutoCAD SHX TextLP

AutoCAD SHX TextLP

AutoCAD SHX TextLP

AutoCAD SHX TextPP

AutoCAD SHX TextPP

AutoCAD SHX TextPP

AutoCAD SHX TextPP

AutoCAD SHX TextPP

AutoCAD SHX TextPP

AutoCAD SHX TextSV

AutoCAD SHX TextSV

AutoCAD SHX TextSV

AutoCAD SHX TextSV

AutoCAD SHX TextSV

AutoCAD SHX TextSV

AutoCAD SHX TextSV

AutoCAD SHX TextTL

AutoCAD SHX TextTL

AutoCAD SHX TextBOL

AutoCAD SHX TextIC












































































































































































































































































































































































































































































































































































































































































































AutoCAD SHX TextIC









AutoCAD SHX TextGU



AutoCAD SHX TextGU

AutoCAD SHX TextPIT

AutoCAD SHX TextGU

AutoCAD SHX TextPIT

AutoCAD SHX TextIC

AutoCAD SHX TextIC

AutoCAD SHX TextIC

AutoCAD SHX TextIC

AutoCAD SHX TextTEL

AutoCAD SHX TextTEL


AutoCAD SHX TextIC


AutoCAD SHX TextGU

AutoCAD SHX TextPIT



AutoCAD SHX TextROAD SIGN

AutoCAD SHX TextGU


AutoCAD SHX TextIC

AutoCAD SHX TextBUS SHELTER


AutoCAD SHX TextGU

AutoCAD SHX TextGU

AutoCAD SHX TextPIT

AutoCAD SHX TextZEBRA CROSSING























AutoCAD SHX TextENTRY

AutoCAD SHX TextPETROL STATION




AutoCAD SHX TextGU





AutoCAD SHX TextIC



AutoCAD SHX TextTEL

AutoCAD SHX TextGU

AutoCAD SHX TextPIT

AutoCAD SHX TextTAC

AutoCAD SHX TextBM SSM171572 IN PATH

AutoCAD SHX TextRL = 29.75 A.H.D.

AutoCAD SHX TextTEL






AutoCAD SHX TextTEL


AutoCAD SHX TextTEL







AutoCAD SHX TextTEL



AutoCAD SHX Text10/0.6/10


AutoCAD SHX TextTEL







AutoCAD SHX TextGARDEN

AutoCAD SHX TextGU

AutoCAD SHX TextPIT


AutoCAD SHX Text%%UDP%%U %%U1199096

AutoCAD SHX Text%%U72

AutoCAD SHX Text2.084 ha

AutoCAD SHX Text(BY DP)





AutoCAD SHX TextGU


AutoCAD SHX TextGU


AutoCAD SHX TextGU

AutoCAD SHX TextPIT






AutoCAD SHX TextGU

AutoCAD SHX Textpeg

AutoCAD SHX TextWM

AutoCAD SHX TextSP

AutoCAD SHX TextSP

AutoCAD SHX TextSP

AutoCAD SHX TextSP

AutoCAD SHX TextSP

AutoCAD SHX TextPP

AutoCAD SHX TextPP

AutoCAD SHX TextSV

AutoCAD SHX TextPOST

AutoCAD SHX TextBOL

AutoCAD SHX TextBOL

































































































AutoCAD SHX TextGU

AutoCAD SHX TextPIT


AutoCAD SHX TextIC




AutoCAD SHX TextGU


AutoCAD SHX Text355%%D02'


AutoCAD SHX TextE:299089.347

AutoCAD SHX TextN:6269276.865


125

500 DRIVEWAY WIDTH + 1000(MIN. 5000)

REGULATIONS. REFER NOTE 4

NOTES:

1. COMMERCIAL AND INDUSTRIAL VEHICULAR FOOTWAY CROSSING SHALL BE150mm THICK CONCRETE, REINFORCED WITH RF82 MESH ON CHAIRS, 35mmCOVER.

2. THE CONCRETE SHALL BE PLACED ON A 25mm LAYER OF APPROVED FINE,GRANULAR MATERIAL, EXCEPT AT THE KERB AND GUTTER LINE WHERE THISSECTION SHALL BE PLACED ON A MINIMUM 175mm COMPACTED LAYER OFDGB20 OR THE DEPTH OF THE EXISTING PAVEMENT, WHICHEVER IS GREATER.

3. MINIMUM WIDTH OF ENTRY IN INDUSTRIAL AREA AT KERB LINE SHALL BE 5mPLUS WINGS.

4. MAXIMUM WIDTH OF ENTRY IN INDUSTRIAL AREA AT KERB LINE IS SUBJECT TOTRAFFIC REGULATIONS, POLICY AND STANDARDS FOR TRAFFIC GENERATINGDEVELOPMENTS.

5. EXISTING CONCRETE FOOTPATH SHALL BE SAWCUT AT APPROX. 1m EITHERSIDE OF THE CROSSING AND RECONSTRUCTED IN CONJUNCTION WITH THECROSSING.

6. CONCRETE SHALL HAVE A 28 DAY STRENGTH (F'c) OF 20MPa AND A SLUMP OF80mm.

7. ANY VARIATIONS TO STANDARD CROSSFALL 4% ON FOOTWAY SHALL HAVE THEPRIOR APPROVAL OF COUNCIL.

8. CONCRETE SHALL HAVE A LIGHT BRUSH FINISH.

9. FOOTWAY CROSSING TO BE DOWELLED TO INTERNAL DRIVEWAY AND TO ROLLKERB USING GALVANISED 20Ø DOWELS PLACED 500mm IN FROM EDGES OFCROSSING AND AT 900mm SPACING WITH SUITABLE MATERIAL TO ENSURE SLIPJOINT.

10. ALL DOWELS TO BE 300mm LONG WITH 150mm PENETRATION INTO EACH SLAB.

11. STANDARD LAYBACK TO BE DEMOLISHED AND RE-CONSTRUCTED AS ANINTEGRAL PART OF THE PROPOSED CROSSING. IN CASE OF ROLL TOP KERB, ITIS AN OPTION TO RETAIN IT OR RE-CONSTRUCT IT AS AN INTEGRAL PART OF THECROSSING.

12. ALL DIMENSIONS ARE SHOWN IN MILLIMETERS.

13. THE SECTION OF THE CROSSING ADJACENT TO CONCRETE FOOTPATH IS TOHAVE 2.5% FALL UNLESS MATCHUNG THE CROSSFALL OF EXISTING FOOTPATH.

1000 1000

500500

150

900

1200

VARI

ABLE

WID

TH

MAST

IC JO

INT (

IF FO

OTPA

TH R

ECON

STRU

CTED

) MASTIC JOINT (IF FOOTPATH RECONSTRUCTED)

-A

-B

500

ELEVATIONSCALE 1:20 -

A

VEHICULAR CROSSING PLANBCC A(B)103S

SCALE 1:20

100

STANDARD FOOTWAY CROSSFALL 4%(TOP OF KERB TO STREET ALIGNMENT)

(REFER NOTE 7 & 13)

500 VARIABLE WIDTH 9001200

DETAILED SECTIONSCALE 1:20 -

B

SAWCUT KERB

CONCRETEPATH PAVING

MASTIC JOINT

MASTIC JOINT

150

20 BULL NOSE

RF82 MESH ON CHAIRSAND BASES.

MASTIC JOINT

MASTIC JOINT

MIN. 175mm COMPACTED LAYEROF DGB20

MASTIC JOINTWITH DOWELS

RF82 MESH ONCHAIRS AND BASES.

25mm APPROVEDGRANULAR MATERIAL.MIN. 175mm COMPACTED

LAYER OF DGB20

500

MATCH EXISTING DRIVEWAYWIDTH (MIN. 4000)

DRIVEWAY WIDTH + 1000(MIN. 5000)

450

1 IN 6

150

DETAILED SECTIONSCALE 1:20 -

C

125

150 R2

020 BU

LL NO

SE

R20

-C

STANDARD FOOTPATHCROSSFALL.

MIN. 175mm COMPACTEDLAYER OF DGB20

SAWCUT KERB & GUTTER AT INVERT,SEAL JOINT BETWEEN KERB ANDGUTTER WITH PARCHEM ROADSEALOR EQUIVALENT

DRILLED AND EPOXY N12REINFORCING STEEL DOWELS

300 LONG @ 600 CENTRES

ALL JUNCTIONS OF TIMBEREDGES SHALL BE FIXED WITH2 CLOSELY SPACED STAKES.

MIN. 7 STAKES TO EACH CURVED TIMBEREDGE WITH EXTRAS AS REQUIRED TO FORMCURVE AND KEEP TIMBER UPRIGHT

HARDWOOD TIMBER EDGE AS SPECIFIED.25mm x 100mm IN LONG LENGTHS

HARDWOOD TIMBER STAKES 50 x 50 x 400mm@ MIN. 1200mm CENTRES AND RECESSED15mm BELOW F.S.L OR TIMBER EDGE

REFER PLANSFOR ADJACENTSURFACES.

COMPACT SOIL AROUNDEDGE STRIP FOLLOWINGINSTALLATION.

TIMBER EDGE FORMINGCURVED EDGE TOPLANTING BED.

CURVED TIMBER EDGESECTIONS TO BE CUT

TO A DEPTH TO ALLOWFOR BENDING.

CAR PARK PAVEMENT

TIMBER EDGE - PLAN & SECTIONSCALE 1:10

SCALE 1:20TYPICAL SECTION - 2.0m WIDE 'GRASS' STABILISED SWALE DRAIN

EXISTING SURFACE LEVEL

1000 1000

TURFED SWALE

350mm x VARIES

CONCRETE MEDIAN(IN EXISTING PAVEMENT)

SCALE 1:10

15040

150

R20

SAWCUT PAVEMENT 80x300mm FROM EDGEOF NEW MEDIAN ISLANDS (TYP.)

RECONSTRUCT PAVEMENTTO MATCH EXISTING.

EXISTING PAVEMENT

SL72 MESH@40mm COVER

25MPa/4.0MPa CONCRETE

TOOL JOINT

80

LOGSCALE 1:10

300 LONG R16 DOWELS, 2 PER LOG. EMBEDINTO EXISTING PAVEMENT AS SHOWN.

100mm FLAT FACEDTREATED LOG

FILE

: H:\2

0\20-

0004

58 M

ARSD

EN P

ARK

PUBL

IC S

CHOO

L CAR

PAR

K\06

_MOD

EL\A

UTOC

AD\C

IVIL\

C3-8

0.DW

G LA

ST S

AVED

BY:

WILF

REDO

CAB

ALLE

RO


APPD.CHECKDRAWN

NEMA

ISSUEFIRST DESIGN

NEM

ST

D




CLIENT


STAGE


- BC3-8020-000458

MARSDEN PARK PUBLIC CARPARK CIVIL DETAILS15/07/20AS SHOWN

WC WC JH CB



JH

JH

0 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6

SCALE 1:20 (A1) SCALE 1:40 (A3)

0.80.70.60.50.3 0.40.20.10

SCALE 1:20 (A3)SCALE 1:10 (A1)

3.53.02.52.01.0 1.5 4.00.50

SCALE 1:50 (A1) SCALE 1:100 (A3)

AutoCAD SHX TextMIN

AutoCAD SHX Text200

Sheets and ViewsC2-00 GENERAL ARRANGEMENT PLAN

Sheets and ViewsC3-80 CIVIL DETAILS

MARSDEN PARK PUBLIC SCHOOL CAR PARK...marsden park public school car park civil works drawings...

Documents

Transcript of MARSDEN PARK PUBLIC SCHOOL CAR PARK...marsden park public school car park civil works drawings...