T TioID... · k7 k9k8 k10 l1 k12 k11 l2 l3 l4 l5 l6 l7 l8 t t t w w w g g g e e 11 m1 m2 m3 m4 m5 m6 m7 m8 m9 t t t w w w g g g g w w w w w g e e e e e 9 n1 n2 n3 n4 n5 n6 n7 n8 n9

S

S

S

S

S

G

G

G

G

G

E

E

E

E

E1

E2

E3 E4

E5

E6

E7

E8

E9E10

E11

E12E13

E14

E15 E16

E17

E18

S

S

S

S

GG

G

G

G

T

T

GG

G

G

G

F1

F2

F3

F4

F5

F6

F7

F8F9

F10

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F12F13

F14

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F16

S

S

S

S

S

CV

R

CV

R

G G G G G

T

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W

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G1

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G3 G4

G5

G6

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G8

G9G10

G11

G12G13

G14

G15 G16

G17

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S

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G G G G G

T

GG

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H1

H2

H3

H4

H5

H6

H7

H8H9

H10

H11

H12H13

H14

H15

H16

STORM_CONSULTING authorise the use of this drawing only for the purpose described by the status stamp shown above.This drawing should be read in conjunction with all relevant contracts, specifications, reports & drawings. Drawing No. Sheet

Designed:

Checked:

Authorised:

Approved:

ofDate

CLIENT:

CAD FILE:

MELBOURNE UNIT 7, 84 CHURCH ST, RICHMOND VIC 3121 P 03 9208 0111SYDNEY SUITE 18, 12 TRYON ROAD, LINDFIELD, NSW 2070 P 02 9499 4333

www.stormconsulting.com.au CONTACT:

1574-DD-OP-15.dwg

C/O MILLAR MERRIGAN

LYNNE PEPPER

PH. 8720 9533

NOTT ST STREETSCAPE UPGRADEDETAILED DESIGN

NOTT STREET, PORT MELBOURNE VIC 3207

BASIN & OUTSTAND SETOUT 2/5

18.09.2015 1574-DD-D19

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-D1

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19 25

CITY OF PORT PHILLIP

99A CARLISLE ST

ST KILDA VIC 3182

DEEN VAJUHUDEEN

PH: 9209 6232

ADVANCED COPY - NOT FOR CONSTRUCTION

P.JESCHKE

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O7

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O9

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Designed:

Checked:

Authorised:

Approved:

ofDate

CLIENT:

CAD FILE:



1574-DD-OP-15.dwg

C/O MILLAR MERRIGAN

LYNNE PEPPER

PH. 8720 9533




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DEEN VAJUHUDEEN

PH: 9209 6232


P.JESCHKE

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Designed:

Checked:

Authorised:

Approved:

ofDate

CLIENT:

CAD FILE:



1574-DD-OP-15.dwg

C/O MILLAR MERRIGAN

LYNNE PEPPER

PH. 8720 9533




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99A CARLISLE ST

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DEEN VAJUHUDEEN

PH: 9209 6232


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Designed:

Checked:

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Approved:

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CLIENT:

CAD FILE:



1574-DD-OP-15.dwg

C/O MILLAR MERRIGAN

LYNNE PEPPER

PH. 8720 9533




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DEEN VAJUHUDEEN

PH: 9209 6232


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BENCHMARK

( NAIL )

RL. 3.486 BENCHMARK

( NAIL )

RL. 3.486

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Z101


Designed:

Checked:

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Approved:

ofDate

CLIENT:

CAD FILE:



1574-DD-OP-15.dwg

C/O MILLAR MERRIGAN

LYNNE PEPPER

PH. 8720 9533



INTERSECTION SETOUT

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99A CARLISLE ST

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DEEN VAJUHUDEEN

PH: 9209 6232


P.JESCHKE

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1

2

A

A

B

C

D


Designed:

Checked:

Authorised:

Approved:

ofDate

CLIENT:

CAD FILE:



1574-DD-OP-15.dwg

C/O MILLAR MERRIGAN

LYNNE PEPPER

PH. 8720 9533



CROSS SECTION - NOTT STREET 3 / TYPICAL BASIN INLET DETAIL

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PH: 9209 6232


P.JESCHKE

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Designed:

Checked:

Authorised:

Approved:

ofDate

CLIENT:

CAD FILE:



1574-DD-OP-15.dwg

C/O MILLAR MERRIGAN

LYNNE PEPPER

PH. 8720 9533



SPECIFICATIONS & TYPICAL DETAILS

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99A CARLISLE ST

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DEEN VAJUHUDEEN

PH: 9209 6232


P.JESCHKE

T.PLAHCINSKI

-

-

··

·

“ ”

·

·

·

·

600

125

300190110

150

275

110 190

125

150 9

110 190 300

600

300

110

150

200

110 300

150

150

450

40

110

300

50

200

600

300300

150

40

150

40

BARRIER KERB

B2

BARRIER KERB

B1

FULLY MOUNTABLE KERB

M1

SPOON DRAIN

SEMI MOUNTABLE KERB

SM2

SEMI MOUNTABLE KERB

SM3

75mm MIN. COMPACTED

FCR BEDDING

APPROVED SUBGRADE

300

SEMI MOUNTABLE KERB

SM1

PAVEMENT

SURFACE

150

150

PAVEMENT

SURFACE

75mm MIN. COMPACTED

FCR BEDDING

APPROVED SUBGRADE

75mm MIN. COMPACTED

FCR BEDDING

APPROVED SUBGRADE

75mm MIN. COMPACTED

FCR BEDDING

APPROVED SUBGRADE

75mm MIN. COMPACTED

FCR BEDDING

APPROVED SUBGRADE

75mm MIN. COMPACTED

FCR BEDDING

APPROVED SUBGRADE

75mm MIN. COMPACTED

FCR BEDDING

APPROVED SUBGRADE

150

LIN

E O

F KERB

LIN

E O

F KERB

LIN

E O

F KERB

LIN

E O

F KERB

40

15 SPLAY

R15 R15 R15

275

125

150

275

LIN

E O

F KERB

LIN

E O

F KERB

LIN

E O

F KERB

R15

PAVEMENT

SURFACE

PAVEMENT

SURFACE

PAVEMENT

SURFACE PAVEMENT

SURFACE

R75

R75

R225R225R225

R25 R25

R10

25 SPLAY

25 SPLAY

25 SPLAY

25 SPLAY

R25

PAVEMENT

SURFACE

NOTES:

1. CONCRETE STRENGTH : 32 MPa AT 28 DAYS

CONCRETE USED IN KERB EXTRUSION MACHINES SHALL

HAVE A MIN. CEMENT CONTENT OF 280kg PER CUBIC

METRE.

2. CONCRETE COLOUR :

- THE COLOUR OF CONCRETE

TO BE USED IS EITHER PLAIN OR CHARCOAL

COLOURED DEPENDING ON THE COLOUR OF

MATERIAL REQUIRED TO BE MATCHED.

- FOR CHARCOAL COLOURED CONCRETE USE

HANSON "EBONY" COLOUR OR 15kg "BLACK OXIDE"

BAYER 318 PER CUBIC METRE CONCRETE OR

APPROVED EQUIVALENT.

- APPROVAL ON THE COLOUR MUST BE OBTAINED

FROM COUNCIL'S SUPERINTENDENT PRIOR TO

COMMENCEMENT OF ANY KERB & CHANNEL WORKS.

3. USE 20mm CLASS 2 FCR FOR BASE MATERIAL

COMPACTED TO 95% MOD. TEST

4. DIMENSIONS IN MILLIMETRES

5. CHAMFERS ARE 15x15 UNLESS SHOWN

OTHERWISE


INFRASTRUCTURE SERVICES

75m

m M

IN

.

125 (TYP.)

125 (TYP.)

30 M

AX

(TYP.)

PAVEM

EN

T

1

5

0

(T

Y

P

.)

200

(TYP.)

200

(TYP.)

P

A

V

E

M

E

N

T

150

(TYP.)

150

(TYP.)

200

(TYP.)

75mm MIN. COMPACTED

FCR BEDDING

25 MPa CONCRETE

NUMBER OF PITCHERS VARY,

REFER PROJECT DRAWING

1 IN 10 GRADE

(UNLESS NOTIFIED

OTHERWISE)

APPROVED SUBGRADE

10

25

50

150 MIN.

50

3

0

°

FALL

FALL

75m

m M

IN

.

BLUESTONE PITCHER KERB

AND PITCHER CHANNEL

BLUESTONE (DRESSED) KERB

AND PITCHER CHANNEL

30 M

AX

(TYP.)

150 MIN.

NUMBER OF PITCHERS VARY,

REFER PROJECT DRAWING

1 IN 10 GRADE

(UNLESS NOTIFIED

OTHERWISE)

150

(TYP.)

3

0

°

110 300

150

150

40

110

150

LIN

E O

F KERB

R25

1

5

0

(T

Y

P

.)

P

A

V

E

M

E

N

T

200

(TYP.)

25 SPLAY

APPROVED SUBGRADE

75mm MIN. COMPACTED

FCR BEDDING

75mm MIN. 25 MPa CONCRETE

FALL

BARRIER KERB B2 AND

SINGLE BLUESTONE PITCHER CHANNEL

75mm MIN. COMPACTED

FCR BEDDING

25 MPa CONCRETE

APPROVED SUBGRADE

BLUESTONE KERB

F

O

O

T

P

A

T

H

O

R

N

A

T

U

R

E

S

T

R

I

P

F

O

O

T

P

A

T

H

O

R

N

A

T

U

R

E

S

T

R

I

P

NOTES:

1. PITCHER SIZE SHOWN IS AN AVERAGE SIZE ONLY.

2. ALL GROUTED JOINTS TO BE 30mm (MAX) WIDE TO FULL DEPTH OF

PITCHER.

3. BLUESTONE JOINTS TO BE FILLED WITH A GROUT MIX OF: 16% CEMENT,

16% STONEDUST, 67% BLENDED WASHED SAND AND 1% LIME WITH BAYER

SYNTHETIC COLOUR OXIDE ADDED AT A RATE OF 40 KG/M ³ THOROUGHLY MIXED

THROUGH THE GROUT.

(CHARCOAL COLOURED GROUT)

4. ALL EXCESS GROUT TO BE REMOVED FROM THE SURFACE OF THE

BLUESTONE.

5. WHEN SPECIFIED 100mm DIA. SUB-SOIL DRAINS ARE TO BE CONSTRUCTED

BEHIND THE BLUESTONE KERBING AS SHOWN.

6. CONCRETE BACKFILL WILL BE REQUIRED BEHIND KERB.

7. CONCRETE COMPRESSIVE STRENGTH SHALL BE 25 MPa AT 28 DAYS.

8. ALL DIMENSIONS ARE IN MILLIMETRES.

9. CHANNEL GRADE AT 1 IN 10 UNLESS NOTIFIED OTHERWISE.

10 . CONCRETE COLOUR FOR B2 KERB & CHANNEL:

- THE COLOUR OF CONCRETE

TO BE USED IS EITHER PLAIN OR CHARCOAL

COLOURED DEPENDING ON THE COLOUR OF

MATERIAL REQUIRED TO BE MATCHED.

- FOR CHARCOAL COLOURED CONCRETE USE

HANSON "EBONY" COLOUR OR 15kg "BLACK OXIDE"

BAYER 318 PER CUBIC METRE CONCRETE OR

APPROVED EQUIVALENT.

- APPROVAL ON THE COLOUR MUST BE OBTAINED

FROM COUNCIL'S SUPERINTENDENT PRIOR TO

COMMENCEMENT OF ANY KERB & CHANNEL WORKS.

11. USE 20mm CLASS 2 FCR FOR SUB BASE MATERIAL COMPACTED TO 95% MOD TEST



600 OR 900 (REFER TO TABLE)

REFER TO TABLE FOR

PIT LID DETAIL

600150 150150150

600 OR 900 (REFER TO TABLE)

SECTION A-A SECTION B-B

A A

BB

PLAN

600

SL92SL92

REFER TO TABLE FOR

PIT LID DETAIL

SHAPE INVERT OF PIT

WITH MASS CONCRETE

TO PROVIDE SMOOTH

TRANSITION

50 MIN



CHARCOAL COLOURED TERRA FIRMA PIT LID FOR

FOOTPATH AND R&S GRATING MD246M FOR ROAD

RESERVE OR EQUIVALENT APPROVED BY

SUPERINTENDENT

<=1000mm

(PIT CLEAR

OPENING

600 x 600)

PIT DEPTH PIT COVER STEP IRONS

>1000mm

(PIT CLEAR

OPENING

900 x 600)

NO

YES

REFER TO

SD 2101

NOTES:

1. USE SL92 REINFORCEMENT WITH 300MM MINIMUM LAP LENGTH

AND CLEAR COVER OF 65MM. CORNER RETURN REINFORCEMENT

MAY BE FABRIC OR EQUIVALENT BARS.

2. CONCRETE STRENGTH TO BE 32MPa AT 28 DAYS.

3. PITS LOCATED IN MARINE ENVIRONMENTS SHALL HAVE CONCRETE

STRENGTH OF 40MPa AT 28 DAYS.

4. PITS DEEPER THAN 1000MM SHALL BE FITTED WITH STEP IRONS.

REFER TO SD 2101.

5. MAXIMUM PIPE DIAMETER FOR THIS PIT IS 450MM.

6. MINIMUM FALL ACROSS PIT BASE TO BE 30MM.

7. FOR PITS DEEPER THAN 1200MM USE FABRIC SL918.

8. GROUT: 2 PARTS SAND, 1 PART CEMENT AND SUFFICIENT WATER

TO PRODUCE MIX OF SUITABLE CONSISTENCY.

CHARCOAL COLOURED TERRA FIRMA PIT LID

FOR FOOTPATH AND R&S GRATING MD252M FOR

ROAD RESERVE OR EQUIVALENT APPROVED BY

SUPERINTENDENT

Documents

T TioID... · k7 k9k8 k10 l1 k12 k11 l2 l3 l4 l5 l6 l7 l8 t t t w w w g g g e e 11 m1 m2 m3 m4 m5 m6 m7 m8 m9 t t t w w w g g g g w w w w w g e e e e e 9 n1 n2 n3 n4 n5 n6 n7 n8 n9