standard concrete crossover (no footpath)

CONTROL JOINTS. REFER

DWG. NO. TOPH-4.0 FOR

DETAILS

EXPANSION JOINTS

(REFER TO GUIDELINES)

PROPERTY BOUNDARY

VE

RG

E W

ID

TH

V

AR

IE

S

3.0 M (MIN. WIDTH)

6.0 M (MAX. WIDTH)

2m

EXISTING KERB

0.3m1.5m

EXPANSION JOINTS

1.5m 0.3m

EXISTING KERB

VA

RIE

S

STANDARD CONCRETE CROSSOVER (NO FOOTPATH)

EXISTING KERBS TO BE

TAPERED DOWN TO MATCH

NEW CROSSOVER. REFER

DETAIL B & C

A

3.0 M (MIN. WIDTH)

6.0 M (MAX. WIDTH)

TIMBER STAKES TO RETAIN

FORMWORK (TEMPORARY)

NATURAL GROUND OR

COMPACTED FILL

FORMWORK

MINIMUM MESH AS PER

SPECIFICATION

CONCRETE 25 MPa

BROOM FINISH

75mm COMPACTED SAND /

CRUSHED DUST WITH

WATER PROOF MEMBRANE

SECTIONA

NOTE:

1. THIS PLAN SHALL BE READ IN CONJUNCTION WITH THE TOWN'S CROSSOVER

SPECIFICATIONS (FOR RESIDENTIAL AND COMMERCIAL)

STANDARD CONCRETE CROSSOVER DETAILS -

NO FOOTPATH

DRAWING NO: TOPH-1.0 Rev: 0

DRAWN: SARIK SALIM DESIGN: ROHINI DIAS

C:\Users\ssalim\Desktop\(CMYK_MR) ToPH_Logo_LANDQQQQ.jpg

PO Box 41 Port Hedland WA 6721 WA Australia

T 61 8 9158 9300 F 61 8 9158 9399

E [email protected]

W www.porthedland.gwa.gov.au

SCALE: N.T.S

CONTROL JOINTS. REFER

DWG. NO. TOPH-4.0 FOR

DETAILS

EXPANSION JOINTS


PROPERTY BOUNDARY

VE

RG

E W

ID

TH

V

AR

IE

S

3.0 M (MIN. WIDTH)

6.0 M (MAX. WIDTH)

FO

OT

PA

TH

VA

RIE

S

2m

EXISTING KERB

0.3m

1.5m

EXPANSION JOINTS

1.5m 0.3m

EXISTING KERB

VA

RIE

S

STANDARD CONCRETE CROSSOVER (FOOTPATH AT MID VERGE OR BOUNDARY)



NEW CROSSOVER. REFER

DETAIL B & C

A

3.0 M (MIN. WIDTH)

6.0 M (MAX. WIDTH)

NEW EXPANSION JOINTS

TO MATCH WITH EXISTING

SPACING ( AT 6M INTERVAL)



NATURAL GROUND OR

COMPACTED FILL

FORMWORK

MINIMUM MESH AS PER

SPECIFICATION

CONCRETE 25 MPa

BROOM FINISH


CRUSHED DUST WITH


SECTIONA

NOTE:




FOOTPATH AT MID VERGE OR BOUNDARY





T 61 8 9158 9300 F 61 8 9158 9399

E [email protected]


SCALE: N.T.S

EXPANSION JOINTS


PROPERTY BOUNDARY

VE

RG

E W

ID

TH

V

AR

IE

S

3.0 M (MIN. WIDTH)

6.0 M (MAX. WIDTH)

2m

EXISTING KERB

1.5m

EXPANSION JOINTS

1.5m

EXISTING KERB

VA

RIE

S

STANDARD CONCRETE CROSSOVER (FOOTPATH AT KERB EDGE)

EXISTING KERBS

TO BE TAPERED

DOWN TO MATCH

NEW CROSSOVER

3.0 M (MIN. WIDTH)

6.0 M (MAX. WIDTH)

750mm (MIN)

WIDE APRON

2% FALL

A



NATURAL GROUND OR

COMPACTED FILL

FORMWORK

MINIMUM MESH AS PER

SPECIFICATION

CONCRETE 25 MPa

BROOM FINISH


CRUSHED DUST WITH


SECTIONA

NOTE:




FOOTPATH AT KERB EDGE





T 61 8 9158 9300 F 61 8 9158 9399

E [email protected]


SCALE: N.T.S

A

STANDARD ASPHALT CROSSOVER (NO FOOTPATH)



NEW CROSSOVER

3.0 M (MIN. WIDTH)

6.0 M (MAX. WIDTH)

3.0 M (MIN. WIDTH)

6.0 M (MAX. WIDTH)

PROPERTY BOUNDARY

VE

RG

E W

ID

TH

V

AR

IE

S

2m

EXISTING KERB

0.3m

1.5m1.5m 0.3m

EXISTING KERB

VA

RIE

S

A SECTION

FORMWORK

AC10 ASPHALT ON CUTBACK

BITUMEN PRIME AS PER

SPECIFICATION

GRAVEL / ROAD BASE

COMPACTED TO 95% MMDD.

REFER SPECIFICATION FOR

BASE THICKNESS



NOTE:



STANDARD ASPHALT CROSSOVER DETAILS - NO

FOOTPATH





T 61 8 9158 9300 F 61 8 9158 9399

E [email protected]


SCALE: N.T.S

A

STANDARD ASPHALT CROSSOVER (FOOTPATH AT MID VERGE OR BOUNDARY)



NEW CROSSOVER

3.0 M (MIN. WIDTH)

6.0 M (MAX. WIDTH)

3.0 M (MIN. WIDTH)

6.0 M (MAX. WIDTH)

EXPANSION JOINTS (REFER

TO SPECIFICATION)

PROPERTY BOUNDARY

VE

RG

E W

ID

TH

V

AR

IE

S

FO

OT

PA

TH

VA

RIE

S

2m

EXISTING KERB

0.3m

1.5m1.5m 0.3m

EXISTING KERB

VA

RIE

S

A SECTION

FORMWORK



SPECIFICATION

GRAVEL / ROAD BASE



BASE THICKNESS



NOTE:

1. THIS PLAN SHALL BE READ IN CONJUNCTION

WITH THE TOWN'S CROSSOVER SPECIFICATIONS

(FOR RESIDENTIAL AND COMMERCIAL)

2. IF A CONCRETE FOOTPATH EXISTS ACROSS THE

FRONTAGE OF A PROPERTY, THE FOOTPATH MUST

BE REMAIN AND CROSSOVER TO BE CONSTRUCTED

AS TO MATCH THE EXISTING FOOTPATH LEVELS

EITHER SIDES.

3. CROSSOVER TO BE CONSTRUCTED 90 DEGREES TO

THE KERB/ROAD EDGE.

STANDARD ASPHALT CROSSOVER DETAILS -






T 61 8 9158 9300 F 61 8 9158 9399

E [email protected]


SCALE: N.T.S

EXPANSION JOINTS

(REFER TO SPECIFICATION)

PROPERTY BOUNDARY

VE

RG

E W

ID

TH

V

AR

IE

S

3.0 M (MIN. WIDTH)

6.0 M (MAX. WIDTH)

2m

EXISTING KERB

1.5m

EXPANSION JOINTS

1.5m

EXISTING KERB

VA

RIE

S

STANDARD ASPHALT CROSSOVER (FOOTPATH AT KERB EDGE)

EXISTING KERBS

TO BE TAPERED

DOWN TO MATCH

NEW CROSSOVER

3.0 M (MIN. WIDTH)

6.0 M (MAX. WIDTH)

750mm (MIN)

WIDE APRON

2% FALL

A

A SECTION

FORMWORK



SPECIFICATION

GRAVEL / ROAD BASE



BASE THICKNESS



NOTE:

1. THIS PLAN SHALL BE READ IN CONJUNCTION

WITH THE TOWN'S CROSSOVER SPECIFICATIONS

(FOR RESIDENTIAL AND COMMERCIAL)

2. IF A CONCRETE FOOTPATH EXISTS ACROSS THE

FRONTAGE OF A PROPERTY, THE FOOTPATH MUST

BE REMAIN AND CROSSOVER TO BE CONSTRUCTED

AS TO MATCH THE EXISTING FOOTPATH LEVELS

EITHER SIDES.

3. CROSSOVER TO BE CONSTRUCTED 90 DEGREES TO

THE KERB/ROAD EDGE.

STANDARD ASPHALT CROSSOVER DETAILS -






T 61 8 9158 9300 F 61 8 9158 9399

E [email protected]


SCALE: N.T.S

PROPERTY BOUNDARY

VE

RG

E W

ID

TH

V

AR

IE

S

3.0 M (MIN. WIDTH)

6.0 M (MAX. WIDTH)

EXISTING KERB

1.5m

EXPANSION JOINTS

1.5m

EXISTING KERB

VA

RIE

S

STANDARD BRICK PAVED CROSSOVER (NO FOOTPATH)

EXISTING KERBS TO

BE TAPERED DOWN

TO MATCH NEW

CROSSOVER

3.0 M (MIN. WIDTH)

6.0 M (MAX. WIDTH)

750mm (MIN)

WIDE APRON

EXPANSION JOINTS

(REFER TO SPECIFICATION)

A

CONCRETE BEAMHEADER COURSE

HEADER COURSE

CONCEALED CONCRETED

BEAM

200

CRUSHED ROCK (100-150mm)

COMPACTED TO 95% MMDD

COMPACTED CLEAN SAND (BEDDING DEPTH 20-40mm)

20

0

SECTIONA

NOTE:



STANDARD BRICK PAVED CROSSOVER DETAILS -

NO FOOTPATH





T 61 8 9158 9300 F 61 8 9158 9399

E [email protected]


SCALE: N.T.S

PROPERTY BOUNDARY

VE

RG

E W

ID

TH

V

AR

IE

S

3.0 M (MIN. WIDTH)

6.0 M (MAX. WIDTH)

EXISTING KERB

1.5m

EXPANSION JOINTS

1.5m

EXISTING KERB

VA

RIE

S

STANDARD BRICK PAVED CROSSOVER (FOOTPATH AT MID VERGE OR BOUNDARY)

EXISTING KERBS TO

BE TAPERED DOWN

TO MATCH NEW

CROSSOVER

3.0 M (MIN. WIDTH)

6.0 M (MAX. WIDTH)

750mm (MIN)

WIDE APRON

EXPANSION JOINTS


A

NEW EXPANSION JOINTS

TO MATCH WITH EXISTING

SPACING ( AT 6M INTERVAL)

CONCRETE BEAM

HEADER

COURSE

HEADER COURSE

CONCEALED CONCRETED

BEAM

200




200

SECTIONA

NOTE:









T 61 8 9158 9300 F 61 8 9158 9399

E [email protected]


SCALE: N.T.S

EXPANSION JOINTS


PROPERTY BOUNDARY

VE

RG

E W

ID

TH

V

AR

IE

S

3.0 M (MIN. WIDTH)

6.0 M (MAX. WIDTH)

2m

EXISTING KERB

1.5m

EXPANSION JOINTS

1.5m

EXISTING KERB

VA

RIE

S

STANDARD RESIDENTIAL BRICK PAVED CROSSOVER (FOOTPATH AT KERB EDGE)

EXISTING KERBS

TO BE TAPERED

DOWN TO MATCH

NEW CROSSOVER

3.0 M (MIN. WIDTH)

6.0 M (MAX. WIDTH)

750mm (MIN)

WIDE APRON

2% FALL

CONCRETE BEAM

A

HEADER

COURSE

HEADER COURSE

CONCEALED CONCRETED

BEAM

200




200

SECTIONA

NOTE:









T 61 8 9158 9300 F 61 8 9158 9399

E [email protected]


SCALE: N.T.S

1.5

1.5

PROVIDE 20 mm X 5 mm CONTROLJOINTS AT MAXIMUM OF 6 mINTERVALS

CROSSOVER GRADE JOINT DETAILS

6

30

CONTROL JOINT

5mm X 20mm

12mm X 100mm

MESH CENTRAL (RESIDENTIAL SL 72,

COMMERCIAL SL 82) LAY ON 60mm

HEIGHT CHAIRS AS PER SPECIFICATION

PROHIBITED LOCATIONS OF

CROSSOVERS SHOWN BY

HEAVY LINES

PR

OP

ER

TY

BO

UN

DA

RY

0.5m MIN

6.0m MIN

6.0m MIN

6.0m MIN

TP

TP

6.0

m M

IN

THIS OPTION IS NOT ALWAYS

POSSIBLE, DUE TO LOT

BOUNDARY LOCATION. IF SO,

CONTACT THE ENGINEERING

DEPARTMENT

CROSSOVER LOCATIONS

NOTE:



STANDARD CROSSOVER - LOCATION, GRADE

AND JOINT DETAILS





T 61 8 9158 9300 F 61 8 9158 9399

E [email protected]


SCALE: N.T.S

CLASS 2 CONCRETE PIPE.

REFER NOTE 2 FOR PIPE

SIZE DETAILS

ROAD RESERVE BOUNDARY

3.0 M (MIN. WIDTH)

6.0 M (MAX. WIDTH)

CANITE EXPANSION JOINT FOR

CONCRETE CROSSOVER

1.0m

(MIN.)

B

CL OF TABLE DRAIN

1.0m

(MIN.)

1.0m

(MIN.)

PRECAST

CONCRETE HEADWALL

PR

OP

ER

TY

SID

E B

OU

ND

AR

Y

EDGE OF SHOULDER

(IF UNSEALED)

EDGE OF SEAL

(IF SHOULDER UNSEALED)

1.2m

OF

S

EA

L

1.5 m

C

PRECAST CONCRETE

HEADWALL

GUIDE POSTS 900mm ABOVE

NATURAL SURFACE

300

STANDARD ASPHALT,

CONCRETE OR BRICK

PAVED CROSSOVER

CROSSOVER LAYOUT OVER OPEN DRAIN

1.5 m

A

WIDTH OF CROSSOVER

CROSSOVER

20

0m

m C

EM

EN

TE

D

ST

ON

E P

IT

CH

IN

G

SECTION

B

300

mm

2.0 m 2.0 m

PRECASTCONCRETEHEADWALL

NOTES:

1. THIS PLAN SHALL BE READ IN CONJUNCTION WITH THE TOWN'S

CROSSOVER SPECIFICATIONS

2. CULVERT AND PIPE TO BE INSTALLED BY OWNER TO THE TOPH SPECIFICATIONS. PIPE / CULVERT SIZE TO BE AS

DEFINED BY TOPH.

3. HEADWALL TREATMENT: PRECAST CONCRETE: 1m WIDE STONE PITCHING AROUND HEADWALL WITH 150-200mm Ø

STONES USING 6:1 SAND/CEMENT MORTAR.

4. MINIMUM 1.5m WING TO BE INSTALLED AT THE EDGE OF THE ROAD.

5. TWO GUIDE POSTS 900mm ABOVE THE NATURAL SURFACE TO BE INSTALLED AT HEADWALLS.

COMPACTEDSAND BEDDING

CEMENTSTABILISEDSAND

COMPACTEDCRUSHER DUST150mm

GROUTED STONEPITCHING

1

IN

6

M

IN

1

IN

6

M

IN

CLASS 2

RCP

PIPE

SECTIONA

150mm

150mm

REINFORCEDCONCRETE WITHSL82 MESH

CROSSOVER

ROUND EDGE

ROAD PAVEMENT

SEAL

750mm

30m

m

SECTION

C

1

: 7

O

R

1

5

%

G

R

A

D

IE

N

T

STANDARD CROSSOVER DETAILS OVER OPEN

DRAIN





T 61 8 9158 9300 F 61 8 9158 9399

E [email protected]


SCALE: N.T.S

standard concrete crossover (no footpath)

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