CITY OF ALBANY ENGINEERING SERVICES STANDARD …

\\albany.city\data\works & services\city engineering\engineering\04 drafting\__city of albany autocad files\coa standard drawings\coa std drawings.dwg

102 NORTH ROAD, YAKAMIA WA 6330PO BOX 484 ALBANY WA 6331

Tel: (08) 9841 9333Fax: (08) 9841 4099

Email: [email protected]: www.albany.wa.gov.au

CITY OF ALBANY ENGINEERING SERVICESSTANDARD CONSTRUCTION DRAWINGS

CATEGORY DRAWING No. DRAWING TITLE REVISION

DRAINAGE STD-01-01 TYPICAL MANHOLE REV 0STD-01-02 UNIVERSAL SIDE ENTRY PIT REV 0STD-01-03 COMBINATION SIDE ENTRY PIT REV 0STD-01-04 GRATED GULLY PIT REV 0STD-01-05 HOUSE CONNECTION PIT REV 0STD-01-06 UNDERGROUND STORAGE PIT REV 0STD-01-07 KERB OUTLET REV 0

KERBING STD-02-01 TYPE 1 KERB PROFILES REV 0STD-02-02 TYPE 2 KERB PROFILES REV 0STD-02-03 TYPE 3 KERB PROFILES REV 0STD-02-04 CONCRETE APRON REV 0

PATHWAYS STD-03-01 CONCRETE PATHWAY DETAILS REV 0STD-03-02 ASPHALT PATHWAY DETAILS REV 0STD-03-03 PEDESTRIAN RAMP - TYPE 1 REV 0STD-03-04 PEDESTRIAN RAMP - TYPE 2 REV 0

SIGNS STD-04-01 STREET NAME SIGNS REV 0

CROSSOVERS STD-05-01 STANDARD CROSSOVER - CONCRETE REV 0STD-05-02 STANDARD CROSSOVER - ASPHALT REV 0STD-05-03 STANDARD CROSSOVER - PAVED REV 0

AutoCAD SHX Text

CITY OF

SCALE 1:10STREET NAME PLATE

ALBANYRD

100 95 100TEXT LENGTH & TYPE VARIES

REFER TO NOTE 5 65 25

SIGN LENGTH VARIESREFER TO NOTE 4

TEXT LENGTH AND TYPEVARIES, REFER TO NOTE 5.

SIGN LENGTH VARIES

CITY OFALBANY LOGO. SIGN DEPTH VARIES

REFER TO NOTE 3.

FOR TEXT HEIGHTSREFER TO TABLE A

2500

MIN (30

00 M

AX)

SCALE: 1:25STEET SIGN DETAIL

∅300 x 600 DEEPCONCRETE FOOTING.

∅50nb GALVANISEDSIGN POST.

100

ALBANYRD

SUPPLEMENTARYPLATE.

GENERAL NOTES:

1. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE SHOWN.2. ALL SIGN PLATES SHALL BE CONSTRUCTED FROM NON-CORROSIVE

ALUMINIUM EXTRUSIONS WITH A THICKNESS OF NO LESS THAN 3mm.SIGNS SHALL BE RECTANGULAR WITH THE LONG AXIS HORIZONTAL.WORDS SHALL BE WRITTEN HORIZONTALLY. ENDS SHALL BE CUTSQUARE.

3. MINIMUM DEPTH OF SIGNBOARD TO BE 150mm ON ROADS WHERESPEEDS ARE LESS THAN 70km/h. WHERE SPEEDS ARE GREATER AMINIMUM DEPTH OF 200mm IS TO BE USED.

4. THE MINIMUM LENGTH OF STREET NAME SIGNS SHALL BE 500mmAND THE MAXIMUM LENGTHS SHALL BE, 1200mm FOR SINGLE POSTEND-MOUNTED, 1800mm FOR CENTRE-MOUNTED AND 2000mm FORTWO-POST MOUNTED.

5. LETTERS FOR THE STREET NAME AND ALL LEGENDS ON THESUPPLEMENTARY PLATES SHALL BE SERIES D, AS SPECIFIED INAS 1744, EXCEPT THAT WHERE THIS WOULD OTHERWISE RESULT INAN OVERLENGTH SIGN, THE SIGN SHALL NOT BE LENGTHENED BUTTHE LETTERING MAY BE MADE PROPORTIONALLY NARROWER TO FITTHE AVAILABLE LENGTH. LETTERS SHALL BE NOT BE NARROWERTHAN SERIES C.

6. SIGN COLOUR CODE SHALL BE BLACK LETTERING ON A WHITEREFLECTIVE BACKGROUND. MIN DEPTH OF REFLECTORIZED SECTIONOF THE SIGN SHALL BE AT LEAST 130mm.

7. SIGNS TO BE FIXED TO STREET LIGHTS OR POLES WHERE POSSIBLE.

SCALE 1:10

CUL DE SAC

SCALE 1:10SUPPLEMENTARY PLATE

SIGN LENGTH VARIESREFER TO NOTE 4

100

505050 HIGH "SERIES D"LETTERING (TYPICAL)

100LESS THAN 70km/h

TRAFFIC SPEED

GREATER THAN 70km/h 130

50

65

TABLE ASTREET NAMELETTER HEIGHT

STREET TYPELETTER HEIGHT

2.5m

MIN C

LEAR

ANCE

FRO

MNA

TURA

L SU

RFAC

E TO

UNDE

RSIDE

OF S

IGN

N.T.S.90° DUAL SIGN MOUNT DETAIL

ALBANY RD

THIS DRAWING IS NOT TO BEUSED FOR CONSTRUCTION

UNLESS SIGNED AS APPROVED


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APPROVED0 APPROVED DK 26/06/18 CITY OF ALBANY ENGINEERING SERVICESSTANDARD CONSTRUCTION DRAWINGS

STREET NAME SIGNSSTD-04-011:25 @ A3

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AutoCAD SHX Text

CITY OF

2905 5

300

105

3075

125

250

125150 10

050

100

50

150

250

75 150 25

150

300

150

R25

R10

R25

SCALE: 1:5

MOUNTABLE KERB (TYPE 1)SCALE: 1:5

SEMI-MOUNTABLE KERB (TYPE 1)

R10

R25

SCALE: 1:5

BARRIER KERB (TYPE 1)

R10R25

R60

SCALE: 1:5

FLUSH KERB (TYPE 1)

3 N10 BARS @ 100mm CRS. LOCATEDCENTRALLY WHERE REQUIRED.

R10R10

10

1010

SCALE: 1:2EXPANSION JOINT DETAIL

BUTYL-MASTICPOLYMER SEALANT.

FOAM OR POLYTHENEBACKING.

EXPANSION GAP.

CONCRETE.

SCALE: 1:5TYPICAL KERB KEYING

250x100 CONCRETEKEY.

TYPICAL KERBPROFILES.




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TYPE 1 KERB PROFILES - 2 COAT SEALSTD-02-011:25 @ A3

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NOTES:

1. CONCRETE FOR KERBING SHALL CONFORM TO AS 1379-1991.2. MINIMUM COMPRESSIVE STRENGTH 25MPa AT 28 DAYS.3. MAXIMUM AGGREGATE SIZE 14mm.4. MAXIMUM SLUMP 75mm.5. KEYED KERBING SHALL BE PROVIDED WHERE RADIUS OF

CURVATURE IS LESS THAN 40m.6. ALL TYPE 1 MOUNTABLE KERB TO BE KEYED.7. CONTRACTION JOINTS SHALL BE PROVIDED AT 2.0m

CENTRES CONSISTING OF A GROOVE TROWELLED INTO THECONCRETE SURFACE.

8. EVERY ALTERNATE JOINT SHALL BE AN EXPANSION JOINTAND SHALL CONSIST OF A FOAM FILLED, MASTIC GAP,10mm WIDE CUT TO THE FULL DEPTH OF THE KERB.

AutoCAD SHX Text

CITY OF

2000

500CROSSOVER

WIDTH 500

SCALE: 1:100PLAN

PROPERTY BOUNDARY

COUN

CIL

VERG

E WIDTH

VAR

IES

A -A -

EXISTING ROAD 2500

2.0% 2-4%

SCALE: 1:50SECTION A-A

PROP

ERTY

BOU

NDAR

Y

CONCRETE CROSSOVER.REFER TO TABLE FOR DETAILS.

SUB-BASE COMPACTED TO 98% MMDD.REFER TO TABLE FOR DETAILS.

EXISTING SUBGRADE COMPACTED TO95% MMDD TO A DEPTH OF 250mm.

MINIMUM WIDTH@ BOUNDARYCROSSOVER CLASS

3.0m1 OR 2 DWELLINGSON A SINGLE LOT

MAXIMUM WIDTH@ BOUNDARY

6.0m

MAXIMUM WIDTH@ ROAD

7.0m

ALLOWABLE CROSSOVER DIMENSIONS

3.0mSINGLE RESIDENTIALON HIGHWAY OR MRD 6.0m 7.0m

3.0mGROUPED DWELLINGS3 OR MORE 7.5m 7.5m

5.5mCOMMERCIAL

LIGHT INDUSTRIAL

6.0mHEAVY INDUSTRIAL 10.0m 10.0m

7.5mSERVICE STATIONS

7.5m 7.5m

5.5m 7.5m 7.5m

10.0m 10.0m

DOMESTIC

COMMERCIAL/INDUSTRIAL

HEAVY INDUSTRIAL

100mm

CONCRETETHICKNESS

150mm

200mm

20MPa

CONCRETESTRENGTH

25MPa

25MPa

-

MESHTYPE

F62

F62

75mm

SUB-BASETHICKNESS ON SAND

100mm

125mm

CROSSOVER CONSTRUCTION DETAILS

100mm

SUB-BASETHICKNESS ON CLAY

125mm

150mm

CROSSOVER TYPE




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STANDARD CROSSOVER - CONCRETESTD-05-01AS SHOWN

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NOTES:

1. CROSSOVER TO GRADE UP @ 2.0% FROM BACK OFCONCRETE APRON OR MOUNTABLE KERB FOR ADISTANCE OF 2.5m.

2. FOR CROSSOVERS CONSTRUCTED ON NON KERBED ROADSASSUME KERB IN PLACE WHEN ESTABLISHING LEVELS.

3. WHERE THERE IS AN EXISTING PATHWAY IN VERGEREFER TO THE SPECIFICATION FOR DETAILS.

4. FOR COMMERCIAL/INDUSTRIAL AND HEAVY INDUSTRIALCROSSOVERS CONCRETE APRONS ARE TO BE REINFORCEDWITH F62 MESH.

5. FOR CROSSOVERS THAT DO NOT CONFORM TO THESESTANDARD LEVELS CONTACT CITY OF ALBANY FORFURTHER DETAILS.

AutoCAD SHX Text

CITY OF

OUTLET I.L.

LINER SIZE TO BEDETERMINED BY VOLUMEREQUIRED TO BE STORED.

LOT CONNECTION

300

PLAN SECTION A-A

NOMINAL 14mm AGGREGATEFILLED WEEP HOLE ONGEOTEXTILE SHEET.

ALL PIPES TO BE FINISHEDWITH MORTAR FILLET.50mm INSIDE, 100mm OUTSIDE

PRECAST CONCRETEBASE SLAB.

OUTLET HOLE TO DE DRILLED IN SCREWCAP. HOLE SIZE SIZE TO BE DETERMINEDBY FLOW RATES REQUIRED.

DISMOUNTABLE JOINER (MAINTENANCEACCESS) WHERE LESS THAN 300mmBETWEEN TOP OF RISER AND BASE OF LID.

PVC RISER TO BE PLACED OFFSET FROMMANHOLE COVER OPENING TO ALLOW EASEOF ACCESS TO BASE OF PIT VIA STEP IRONS.PIPE DIAMETER TO BE DETERMINED BYSTORMWATER CONVEYANCE REQUIREMENTS.

MORTAR BEDDING AND FILLET.

150

MIN

RISE

R HE

IGHT

DET

ERMINE

D BY

STOR

AGE

VOLU

ME R

EQUIRE

D

150mm PRECAST LIDWITH ACCESS HOLE.

PRECAST ACCESSCOVER WITH LID.

MORTARED BRICK SUPPORT TO BEPLACED UNDERNEATH CONNECTION.

INLET PIPE

A-

PRECAST ACCESSCOVER WITH LID.

SCALE: 1:25UNDERGROUND ATTENUATION PIT

A-

STEP IRONS.

NOTE: STEP IRONS TO BE INSTALLED WHERE DEPTH IS GREATERTHAN 1000mm FROM COVER TO BASE @300mm CENTRES.

BOTTOM STEP 300mm ABOVE BASE.

500

MAX




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UNDERGROUND ATTENUATION PITSTD-01-061:25 @ A3

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AutoCAD SHX Text

CITY OF

DRAINAGELID LEVEL TO BEADJUSTED TO SUITFINISHED GROUND LEVEL.

PRECAST CONCRETE BASE SLAB.


A-

A-

300

MAX

500

MAX

1200℄ OF

LINER

PLAN SECTION A-A

MORTAR BEDDINGAND FILLET.

FOR LINER SIZE REFERTO 'TABLE A'.


GEOTEXTILE WRAPTO BASE OF PIT

2.0%ASPHALTIC CONCRETE SEAL.

COMPACTED GRAVELBASECOURSE.

FOR LINER SIZE REFERTO TABLE 'A'.

CLASS D CONCRETELID WITH CAST IRONACCESS COVER.

PROPOSEDKERB.

SCALE: 1:25TYPICAL MANHOLE


BOTTOM STEP 300mm ABOVE BASE. STEP IRONS ARE TO BEBOLTED ON THE WALL FACING ONCOMING TRAFFIC.

PIPE SIZE ∅

225 - 450

525 - 600

TABLE A

DN1050

DN1200

LINER TO BE SPUNCONCRETE WITH

INTERLOCKING JOINTS

NOTE: WHEN MANHOLE IS LOCATEDIN PATHWAY COVER TO BE SQUARE.




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TYPICAL MANHOLESTD-01-011:25 @ A3

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AutoCAD SHX Text

CITY OF

2000

500CROSSOVER

WIDTH 500

SCALE: 1:100PLAN

PROPERTY BOUNDARY

COUN

CIL

VERG

E WIDTH

VAR

IES

A -A -

EXISTING ROAD2500

2.0% 2-4%



PROP

ERTY

BOU

NDAR

Y

25mm (±10mm) BEDDING LAYER.


SELECTED PAVERS.




6.0m

MAXIMUM WIDTH@ ROAD

7.0m




5.5mCOMMERCIAL

LIGHT INDUSTRIAL



7.5m 7.5m

5.5m 7.5m 7.5m

10.0m 10.0m

DOMESTIC


HEAVY INDUSTRIAL

75mm


100mm

125mm


100mm


125mm

150mm

CROSSOVER TYPE

SCALE: 1:20PAVING EDGE RESTRAINT DETAIL

SELECTED PAVERS.

200

75

BEDDING LAYER.COMPACTED SUB-BASE.

CONCRETE EDGERESTRAINT.




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STANDARD CROSSOVER - PAVEDSTD-05-03AS SHOWN

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NOTES:





AutoCAD SHX Text

CITY OF

1500

1500

300

TRAP

50mm PRECASTCONCRETE COVER.

∅150mm STORMWATERINLET FROM DEVELOPMENT.

A-

A-

LOT BOUNDARY

LOT

BOUN

DARY

∅150mm STORMWATERINLET FROM DEVELOPMENT.

∅100mm DWV STORMWATEROUTLET TO COUNCIL SYSTEM.

PLAN SECTION A-A

∅100mm DWV STORMWATEROUTLET TO COUNCIL SYSTEM.

REINFORCED CONCRETEOR PLASTIC LINER

50mm PRECASTCONCRETE BASE.

SCALE: 1:25HOUSE CONNECTION PIT

300mm WEEPHOLEWITH GRANULAR FILL.

NOTE:

MAINTENANCE RESPONSIBILITYFOR THIS MANHOLE REMAINSWITH THE PROPERTY OWNER.

LESS THAN 1200

GREATER THAN 1200

HOUSE CONNECTION PIT TABLE

600

900 WITH STEP IRONS

H.C. PIT DEPTH INSIDE DIAMETER

ALL PVC PIPES TO BE FINISHEDWITH MORTAR FILLET.50mm INSIDE, 100mm OUTSIDE.

NOTE: WHERE CONNECTION IS REQUIRED TO CITYOF ALBANY STORMWATER INFRASTRUCTURE,A PERMIT IS REQUIRED PRIOR TO CONNECTION.




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HOUSE CONNECTION PITSTD-01-051:25 @ A3

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AutoCAD SHX Text

CITY OF

270DN1050 = 830DN1200 = 900

25

600

600

(TYP

)


HEAVY DUTY UNIVERSAL SIDEENTRY PIT FRAME AND COVER.

PLAN SECTION A-A

SCALE: 1:25UNIVERSAL SIDE ENTRY PIT

A-

2.0%

HEAVY DUTYCONVERSION/DIVERSIONSLAB TO SUIT LINER SIZE.

DEFLECTOR SLAB REQUIREDFOR ALL PITS EXCEPT WHENLOCATED AT LOW POINT.

PAVEMENT IN THIS AREA TOBE DEPRESSED FROM NORMALPAVEMENT LEVEL TO MATCHDEFLECTOR SLAB LEVEL.

FLOW

A-

HAND FORMED CONCRETEAPRON. THICKNESS TO MATCHDEPTH OF DEFLECTOR SLAB.

STEP IRONS FACINGONCOMING TRAFFIC.

CEMENT MORTAR CORNERS.

KERB WIDTH TO BE MAINTAINEDAROUND SWEEP AND GRADEDOWN TO TOP OF FRAME.

EXPANSION JOINT (TYP). ALL PIPES TO BE FINISHEDWITH MORTAR FILLET.50mm INSIDE, 100mm OUTSIDE

900

PIPE SIZE ∅

225 - 450

525 - 600

TABLE A

DN1050

DN1200


INTERLOCKING JOINTS

SET EDGE OF SLAB 25mm BELOWFINISHED LEVEL. TAPER BASEAND SEAL OVER 300mm TOMATCH TOP OF SLAB.

ASPHALTIC CONCRETE SEAL.


100mm THICK CEMENT STABILISEDROADBASE OR CONCRETE.

INSIDE FACE OF PRECAST UNITSTO BE FLUSH ALL AROUND.

FRAME TO BE BEDDEDON 12mm MORTAR.







℄ OF

LINER

℄ OF

PIPE

FOAM JOINT (TYP).




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UNIVERSAL SIDE ENTRY PITSTD-01-021:25 @ A3

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AutoCAD SHX Text

CITY OF

A -

45° 45°

WIDTH OF PATHWAY VARIESVARIES

KERB.

EXPANSION JOINT. EXPANSION JOINT.

SCALE: 1:50PEDESTRIAN RAMP - TYPE 1

PLAN

ELEVATION

SECTION A

UP

UP 1200 MIN(1:8 MAX)

100 ROAD PAVEMENTPATHWAY

NOTES:

1. THE KERB RAMP SHOULD BE ALIGNED IN THE DIRECTION OF TRAVEL.2. EDGE OF RAMP SHALL BE FLUSH WITH ROAD PAVEMENT (ASPHALT

OR SEAL).3. CONCRETE STRENGTH TO BE 25MPa COMPRESSIVE STRENGTH AT 28

DAYS. MAXIMUM AGGREGATE SIZE 14mm AND SLUMP OF 75mm.4. ALL CONCRETE SHALL BE BROOM FINISHED ACROSS THE DIRECTION

OF PEDESTRIAN TRAFFIC TO PROVIDE A NON-SLIP FINISH.5. TACTILE GROUND SURFACE INDICATORS SHOULD BE PROVIDED AND

INSTALLED AS PER AS 1428.4.

LAND

ING

1500

MIN

EXPANSION JOINT.KERB.

EXPANSION JOINT.KERB. RAMP.

TACTILE GROUNDSURFACE INDICATORS.

RAMP 1200 MIN (1:8

MAX)

10

1010




EXPANSION GAP.

CONCRETE.




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PEDESTRIAN RAMP - TYPE 1STD-03-031:50 @ A3

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AutoCAD SHX Text

CITY OF

SCALE: 1:25

TYPICAL ASPHALT PATHWAYTO BACK OF KERB

EXISTING KERBAND PAVEMENT. 25mm ASPHALT

PATH WIDTH VARIES

2.0%

25mm ASPHALT

PATH WIDTH VARIES

2.0%

200SHOULDER

200SHOULDER

200SHOULDER

SUBGRADE COMPACTED TO 95% MMDDTO A DEPTH OF 250mm.

150mm GRAVEL BASECOURSECOMPACTED TO 98% MMDD.


150mm GRAVEL BASECOURSECOMPACTED TO 98% MMDD.

SCALE: 1:25TYPICAL ASPHALT PATHWAY

150x25 JARRAHEDGING BOARD.

150mm GRAVEL BASECOURSE.

25mm ASPHALT.

SCALE: 1:10TIMBER EDGING DETAIL




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CONCRETE PATHWAY DETAILSSTD-03-011:25 @ A3

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NOTES:

1. ALL BITUMEN PRODUCTS SHALL COMPLY WITH THE FOLLOWINGRELEVANT STANDARDS

- AS2008-1997 RESIDUAL BITUMEN FOR PAVEMENTS.- AS2150-2005 HOT MIX ASPHALT - A GUIDE TO GOOD PRACTICE.- AS1160-1996 BITUMEN EMULSIONS FOR THE CONSTRUCTION ANDMAINTENANCE OF PAVEMENTS.

AutoCAD SHX Text

CITY OF

500

(TYP

)

STEP IRONS FACINGONCOMING TRAFFIC.

A-

A-

PLAN

℄ OF

LINER









2.0%

SECTION A-A

EXPANSION JOINT (TYP).

HAND FORM KERB.

TRAFFICABLE 'WAVE GRATE' ORSIMILAR APPROVED CYCLE-SAFEGRATE WITH GALVINISED LOCKDOWN BOLTS.



PIPE SIZE ∅

225 - 450

525 - 600

TABLE A

DN1050

DN1200


INTERLOCKING JOINTS

SCALE: 1:25COMBINATION SIDE ENTRY PIT

FOAM JOINT (TYP).




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COMBINATION SIDE ENTRY PITSTD-01-031:25 @ A3

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AutoCAD SHX Text

CITY OF

A-

A-

PLAN

TRAFFICABLE 'WAVE GRATE' ORSIMILAR APPROVED CYCLE-SAFEGRATE WITH GALVINISED LOCKDOWN BOLTS.

EXPANSION JOINT.

EXPANSION JOINT.

2.0%

℄ OF

LINER

SECTION A-A









CAST INSITU KERB FLUSHTO BACK OF GULLY FRAME.

TRAFFICABLE 'WAVE GRATE' OR SIMILARAPPROVED CYCLE-SAFE GRATE RAISED25mm FOR ASPHALTIC CONCRETE AND100mm FOR BRICK PAVING.

PIPE SIZE ∅

225 - 450

525 - 600

TABLE A

DN1050

DN1200


INTERLOCKING JOINTS

SCALE: 1:25GRATED GULLY PIT






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GRATED GULLY PITSTD-01-041:25 @ A3

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AutoCAD SHX Text

CITY OF

290

300

130

3075

25

5 5

125

250

175

100

50

125

50

175

250

75 150 25

150

25

25

300

150

125

R10

R25

SCALE: 1:5

MOUNTABLE KERB (TYPE 2)

R25R10

R25

SCALE: 1:5


R10R25

R60


R10

R10

SCALE: 1:5

BARRIER KERB (TYPE 2)SCALE: 1:5

FLUSH KERB (TYPE 2)

25mm ASPHALTSEAL.

25mm ASPHALTSEAL.

25mm ASPHALTSEAL.

10

1010




EXPANSION GAP.

CONCRETE.







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TYPE 2 KERB PROFILES - 25mm ASPHALTSTD-02-021:25 @ A3

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NOTES:


CURVATURE IS LESS THAN 40m.6. CONTRACTION JOINTS SHALL BE PROVIDED AT 2.0m



AutoCAD SHX Text

CITY OF

A-

A-

SCALE: 1:10KERB OUTLET DETAIL

SECTION A-APLAN

MIN

400

COVE

R TO

PIPE

100

600

(MIN)

300x300 CONCRETE ENCASEMENTTO PVC RISER.

∅100 DWV PVC PIPE.

CONCRETE KERB OR PREFABRICATEDSTORMWATER KERB ADAPTOR.

∅100 DWV PVC PIPE CAST INTO CONCRETEKERB OR CONNECTED TO KERB ADAPTOR.

SCREWCAP LID FOR INSPECTION SETINTO PROTECTIVE CONCRETE SURROUND.

NATURAL SURFACE

ROAD SURFACE

SCREWCAP LID

PROTECTIVE CONCRETE SURROUND

KERB




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STORMWATER KERB OUTLETSTD-01-071:10 @ A3

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AutoCAD SHX Text

CITY OF

40

290

300

145

3075

40

5

125 125

250

50

190

100

40

140

50

190

245

75 150 20

150

300

150

5

R10

R25

40mm ASPHALTSEAL.

R25R10

R25 40mm ASPHALTSEAL.

R10R25

R60

40mm ASPHALTSEAL.


R10

R10

SCALE: 1:5

MOUNTABLE KERB (TYPE 3)SCALE: 1:5


SCALE: 1:5

BARRIER KERB (TYPE 3)SCALE: 1:5

FLUSH KERB (TYPE 3)10

1010




EXPANSION GAP.

CONCRETE.







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-SCALE

DRAWNAUTHORISED


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TYPE 3 KERB PROFILES - 40mm ASPHALTSTD-02-031:25 @ A3

JLP

NOTES:


CURVATURE IS LESS THAN 40m.6. CONTRACTION JOINTS SHALL BE PROVIDED AT 2.0m



AutoCAD SHX Text

CITY OF

600

600WIDTH OF DRIVEWAY

(3.0m MIN) 600

A -

PLAN

ELEVATION

UP

UP

KERB.




DRIVEWAY.

DRIVEWAY.

NOTES:

1. CONCRETE STRENGTH TO BE 25MPa COMPRESSIVE STRENGTHAT 28 DAYS. MAXIMUM AGGREGATE SIZE 14mm AND SLUMP OF75mm.

2. CONCRETE APRON TO HAVE A DEEP BROOM FINISH (2mm) WITHA SMOOTH EDGE APPROX 75mm WIDE AT EDGES ANDEXPANSION JOINTS.

3. EXPANSION JOINT PACKING MATERIAL TO EXTEND 50MMBELOW BASE OF PATH AND 10MM OUT OF SIDES TO ENSURECOMPLETE SEPARATION OF PANELS.

4. F62 STEEL REINFORCING MESH REQUIRED INCOMMERCIAL/INDUSTRIAL & HEAVY INDUSTRIAL APRONS ONLY.REFER TO CITY OF ALBANY ENGINEERING SERVICES STANDARDCONSTRUCTION DRAWING STD-05-01 FOR CROSSOVER DETAILS.

SCALE: 1:50CONCRETE APRON

NOTE: CONCRETE APRONS ARE NOT REQUIRED IN AREAS WHEREMOUNTABLE KERBING HAS BEEN USED.

10

1010




EXPANSION GAP.

CONCRETE.

ROAD PAVEMENTDRIVEWAY.

30100

250

600

SECTION A

NOTES:

1. CONCRETE STRENGTH TO BE 25MPa COMPRESSIVE STRENGTHAT 28 DAYS. MAXIMUM AGGREGATE SIZE 14mm AND SLUMP OF75mm.

2. CONCRETE APRON TO HAVE A DEEP BROOM FINISH (2mm) WITHA SMOOTH EDGE APPROX 75mm WIDE AT EDGES ANDEXPANSION JOINTS.

3. EXPANSION JOINT PACKING MATERIAL TO EXTEND 50MMBELOW BASE OF PATH AND 10MM OUT OF SIDES TO ENSURECOMPLETE SEPARATION OF PANELS.

4. F62 STEEL REINFORCING MESH REQUIRED INCOMMERCIAL/INDUSTRIAL & HEAVY INDUSTRIAL APRONS ONLY.REFER TO CITY OF ALBANY ENGINEERING SERVICES STANDARDCONSTRUCTION DRAWING STD-05-01 FOR CROSSOVER DETAILS.




Tel: (08) 9841 9333Fax: (08) 9841 4099


SHEET No

PROJECT

DRAWING NAME

DRAWING No

-FILE REF

DESIGNED

-JOB No

-SCALE

DRAWNAUTHORISED


REV

REV



CONCRETE APRONSTD-02-041:25 @ A3

JLP

AutoCAD SHX Text

CITY OF

2000

500CROSSOVER

WIDTH 500

SCALE: 1:100PLAN

PROPERTY BOUNDARY

COUN

CIL

VERG

E WIDTH

VAR

IES

A -A -

EXISTING ROAD2500

2.0% 2-4%


PROP

ERTY

BOU

NDAR

Y

25mm ASPHALT SEAL.






6.0m

MAXIMUM WIDTH@ ROAD

7.0m




5.5mCOMMERCIAL

LIGHT INDUSTRIAL



7.5m 7.5m

5.5m 7.5m 7.5m

10.0m 10.0m

DOMESTIC


HEAVY INDUSTRIAL

75mm


100mm

125mm


100mm


125mm

150mm

CROSSOVER TYPE150x25 JARRAHEDGING BOARD. 150mm GRAVEL BASE

COURSE.

25mm ASPHALT.

SCALE: 1:20TIMBER EDGING DETAIL




Tel: (08) 9841 9333Fax: (08) 9841 4099


SHEET No

PROJECT

DRAWING NAME

DRAWING No

-FILE REF

DESIGNED

-JOB No

-SCALE

DRAWNAUTHORISED


REV

REV



STANDARD CROSSOVER - ASPHALTSTD-05-02AS SHOWN

JLP

NOTES:





AutoCAD SHX Text

CITY OF

2.0%

100mm CONCRETE

PATH WIDTH VARIES


EXISTING KERBAND PAVEMENT.

2.0%

100mm CONCRETE

PATH WIDTH VARIES


EXPANSION JOINT.

SCALE: 1:25

TYPICAL CONCRETE PATHWAYTO BACK OF KERB

SCALE: 1:25TYPICAL CONCRETE PATHWAY

SCALE: 1:10LOCK JOINT DETAIL

CONCRETE PATH.

3mm RECYCLEDP.V.C. JOINT STRIP.

50

12

SCALE: 1:10PATHWAY EXPANSION JOINT DETAIL

CONCRETE PATHWAY.

FOAM OR POLYURETHANEFILLER.




Tel: (08) 9841 9333Fax: (08) 9841 4099


SHEET No

PROJECT

DRAWING NAME

DRAWING No

-FILE REF

DESIGNED

-JOB No

-SCALE

DRAWNAUTHORISED


REV

REV



CONCRETE PATHWAY DETAILSSTD-03-011:25 @ A3

JLP

NOTES:

1. CONCRETE STRENGTH TO 25Mpa COMPRESSIVE STRENGTH AT 28 DAYS.MAXIMUM AGGREGATE SIZE 14mm AND MAX SLUMP OF 75mm.

2. PATHWAY TO HAVE A DEEP BROOM FINISH (2mm) WITH A SMOOTH EDGEAPPROX 75mm WIDE AT EDGES AND EXPANSION JOINTS. THERE IS TOBE NO SMOOTH EDGE AT LOCK JOINTS.

3. LOCK JOINT SPACING NOT TO EXCEED 1.5 x PATHWAY WIDTH.4. EXPANSION JOINTS TO BE INSTALLED AT 50m SPACING ON STRAIGHTS,

AT THE START AND END OF CURVES, WHERE PATH CONNECTS ANOTHERPATH OR KERB, BETWEEN BACK OF KERB AND EDGE OF PATH, ANDWHERE PATH ABUTS A BUILDING OR IN-GROUND INFRASTRUCTURE.

5. PATHWAY EXPANSION JOINTS TO ALIGN WITH KERB EXPANSION JOINTS.6. EXPANSION JOINT PACKING MATERIAL TO EXTEND 50mm BELOW BASE

OF PATH AND 10mm OUT OF SIDES TO ENSURE COMPLETE SEPARATIONOF PANELS.

AutoCAD SHX Text

CITY OF

A -

RAMP 1200 MIN (1:8

MAX)

WIDTH OF PATHWAY 600600

KERB.


SCALE: 1:50PEDESTRIAN RAMP - TYPE 2

PLAN

ELEVATION

SECTION A

UP 1200 MIN(1:8 MAX)

100 ROAD PAVEMENTPATHWAY

NOTES:

1. THE KERB RAMP SHOULD BE ALIGNED IN THE DIRECTION OF TRAVEL.2. EDGE OF RAMP SHALL BE FLUSH WITH ROAD PAVEMENT (ASPHALT

OR SEAL).3. CONCRETE STRENGTH TO BE 25MPa COMPRESSIVE STRENGTH AT 28

DAYS. MAXIMUM AGGREGATE SIZE 14mm AND SLUMP OF 75mm.4. ALL CONCRETE SHALL BE BROOM FINISHED ACROSS THE DIRECTION

OF PEDESTRIAN TRAFFIC TO PROVIDE A NON-SLIP FINISH.5. TACTILE GROUND SURFACE INDICATORS SHOULD BE PROVIDED AND

INSTALLED AS PER AS 1428.4.

LAND

ING

1500

MIN


EXPANSION JOINT.KERB. RAMP.

UP

TACTILE GROUNDSURFACE INDICATORS.

10

1010




EXPANSION GAP.

CONCRETE.




Tel: (08) 9841 9333Fax: (08) 9841 4099


SHEET No

PROJECT

DRAWING NAME

DRAWING No

-FILE REF

DESIGNED

-JOB No

-SCALE

DRAWNAUTHORISED


REV

REV



PEDESTRIAN RAMP - TYPE 2STD-03-041:50 @ A3

JLP

AutoCAD SHX Text

CITY OF

Documents

CITY OF ALBANY ENGINEERING SERVICES STANDARD …