PUBLIC DOMAIN TECHNICAL MANUAL (PDTM)FILE: \Public Domain Design Manuals_CP06771374\PDTM...

$: PUBLIC DOMAIN TECHNICAL MANUAL (PDTM)FILE: \Public Domain Design Manuals_CP06771374\PDTM Drawings\CAD\...\9-FURNITURE FIXTURES.dwg - PRINTED: 9:12:36 AM 19/12/17 CHECKED PUBLIC DOMAIN$
STATUS AND REVISION DESCRIPTION

DATE

SHEET No. REV.

APPROVED

FILE: \Public Domain Design Manuals_CP06771374\PDTM Drawings\CAD\...\9-FURNITURE FIXTURES.dwg - PRINTED: 9:12:11 AM 19/12/17

CHECKED

PUBLIC DOMAIN TECHNICAL MANUAL (PDTM)

STANDARD DRAWINGS -

All drawings are owned by Sutherland

Shire Council. Issue of AutoCAD

drawings must be authorised by

Manager of Design Services.

This sheet to be read in conjunction with

Sheet 00 of each respective Series.

- PDTM ORIGINAL ISSUE A. URIO S. CHAPMAN 15/12/2017

FOR INFORMATION

SERIES No.CHAPTER No.

PART C

FURNITURE & FIXTURES

COVER SHEET

09 00 -


DATE

SHEET No. REV.

APPROVED


CHECKED


STANDARD DRAWINGS -








FOR INFORMATION


PART C

1 SEAT & BENCH DESIGN GUIDELINESFront Elevation - Scale 1:10

2 SEAT - SURFACE MOUNTEDSection - Scale 1:10

3 SEAT - SUB SURFACE MOUNTEDSection - Scale 1:10

3 BENCH - SURFACE MOUNTEDSection - Scale 1:10

3 BENCH - SUB SURFACE MOUNTEDSection - Scale 1:10

SEAT & BENCHES

09 01 -


60

450-460 @

CE

NT

RE

490

430

2015 SEAT FRAME

2000 TYPICAL SEAT LENGTH

3% M

AX. LONGIT

UDINAL G

RADE

NOTE:

1. WHERE LONGITUDINAL GRADE IS LESS THAN

1%, SURFACE MOUNT SEAT/BENCH IS

PREFERRED THAN SUB-SURFACE MOUNT

2. FURNITURE SHALL BE FIXED AS PER

MANUFACTURER'S INSTRUCTION TO A RIGID

SUBSTRATE. LOOSE/MOVABLE FURNITURE IS

NOT ACCEPTABLE

3. WHERE SUB-SURFACE MOUNT IS USED WITH

TYPICAL SEAT/BENCH, MAXIMUM

LONGITUDINAL GRADE IS 3%, ALLOWING 60mm

HEIGHT DIFFERENCE BETWEEN ENDS OF

SEAT/BENCH.

4. SEAT/BENCH MUST BE INSTALLED LEVEL,

REFER DETAILS.

SEAT MUST BE INSTALLED LEVEL/PLUMB LONGITUDINALLY

TYPICAL SEAT/BENCH AS

NOMINATED ON DRAWINGS

450 OR 460mm AT CENTRE

AS DETAILED

SETOUT POINT AT FINISHED

SURFACE LEVEL


SURFACE LEVEL

NOTE:

1. SEAT TO BE INSTALLED LEVEL

(WITHOUT FALL).

2. FURNITURE FIXING MUST BE

SECURED TO A RIGID SUBSTRATE

(CONCRETE FOOTING/WORKING

SLAB & SUBGRADE)


SURFACE LEVEL

SURFACE FINISH AS NOMINATED

ON DRAWINGS

FURNITURE FIXING IN

ACCORDANCE TO

MANUFACTURER'S INSTRUCTIONS

460 @

C

EN

TR

E

140

NOTE:

1. SEAT TO BE INSTALLED LEVEL

(WITHOUT FALL).




SLAB & SUBGRADE)


SURFACE LEVEL


ON DRAWINGS

FURNITURE FIXING IN

ACCORDANCE TO


150

460 @

C

EN

TR

E

140

25MPa CONCRETE FOOTING

500x750x200 DEEP

200

750

509

140

450 @

CE

NT

RE

NOTE:

1. BENCH TO BE INSTALLED LEVEL

(WITHOUT FALL).




SLAB & SUBGRADE)


SURFACE LEVEL


ON DRAWINGS

FURNITURE FIXING IN

ACCORDANCE TO


509

15

0

140

650

200

450 @

CE

NT

RE

NOTE:

1. BENCH TO BE INSTALLED LEVEL

(WITHOUT FALL).




SLAB & SUBGRADE)


SURFACE LEVEL


ON DRAWINGS

FURNITURE FIXING IN

ACCORDANCE TO


25MPa CONCRETE FOOTING

500x650x200 DEEP


DATE

SHEET No. REV.

APPROVED


CHECKED


STANDARD DRAWINGS -








FOR INFORMATION


PART C

1 SINGLE BIKE RACK SETOUT GUIDELINESPlan - Scale 1:20

2 BIKE RACK TYPE 1Section - Scale 1:10


4 BIKE RACK TYPE 3Plan - Scale 1:20


DETAIL TBC

BIKE RACKS

09 02 -


NOTE:

BIKE PARKING AND INSTALLATION

TO COMPLY WITH AS.2890.3

425m

m C

LE

AR

AN

CE

700mm CLEARANCE

MIN. 1000mm

TY

PIC

AL 850m

m

850mm LONG BIKE RACK

PROVIDE MINIMUM CLEARANCE

(CLEAR OF ANY OBSTRUCTION)

AS SHOWN

SETOUT POINT

700mm CLEARANCE

SETOUT POINT ON TOP OF

FOOTING

600

R

3

0

0

300

100

100

℄ ℄

800

SINGLE BIKE RACK AS NOMINATED

ON DRAWINGS

COREHOLE PAVER NEATLY

AROUND BASE OF BIKE RACK,

LEAVING NO GAPS

ANCHORING PIN

300mm SQUARE 25MPa

CONCRETE FOOTING

COMPACTED SUB GRADE

300 N

OM

./M

AY

V

AR

Y

SUB SURFACE LENGTH MAY VARY

DEPENDING ON PROPOSED

PAVEMENT FINISHES ABOVE

NOTE:

SURFACE MOUNTED BIKE RACK

TO BE INSTALLED ON MAXIMUM

3% GRADE

850

815

SETOUT POINT AT TOP OF

FOOTING. ORIENTATE BIKE RACK

AS SHOWN ON LANDSCAPE

FINISHES PLAN.

ALUMINIUM BIKE RACK

100mm WIDE x 16mm THICK

BENT TO DESIGNED SHAPE

CUT PAVER NEATLY AROUND BASE

OF BIKE RACK. MAXIMUM GAP SIZE

5mm ALL SIDES.

1055

1400

150

PAVEMENT WORKING SLAB

INSTALL BIKE RACK TO FOOTING

WITH 4 x M10 CHEMSET OR HILTI

HVU BOLTS

COMPACTED SUB GRADE

1200 x 300 x 150mm DEPTH 25MPa

CONCRETE FOOTING

R

1

1

0

R

4

5

240

650

POST MOUNTED BIKE RACK AS


50NB PIPE HEAVY WALL FOR

STANDARD FIXING

NOTE:

STANDARD FIXING IS SIZED

AGAINST SIGN POST.

CUSTOM ATTACHMENT

AVAILABLE TO SUIT LARGER

DIAMETER AND TAPERED POST

AS REQUESTED FROM THE

MANUFACTURER


DATE

SHEET No. REV.

APPROVED


CHECKED


STANDARD DRAWINGS -








FOR INFORMATION


PART C

1 BOLLARD PLACEMENT - SETOUT GUIDELINES

2 BOLLARD TYPE 1Section - Scale 1:20

3 BOLLARD TYPE 2Section - Scale 1:20

Plan - NTS

BOLLARD

09 03 -


1100 MIN.

FROM VERTICAL EDGE

(REFER NOTES)

1700 TYPICAL SPACING

D

I

R

E

C

T

I

O

N

O

F

T

R

A

V

E

L

D

IR

E

C

T

IO

N

O

F

T

R

A

V

E

L

6

0

0

300 ±10m

m

ROAD

RAISED THRESHOLD

ON ROAD

2

0

0

3

0

0

1

5

0

3

0

0

5

0

-

2

0

0

150 KERB

450 T

YP

.

BOLLARD AS NOMINATED ON

DRAWINGS TO BE INSTALLED

450mm FROM A HAZARD EDGE

RAISED GARDEN EDGE AS


300 KERB

200mm WIDE BOLLARD ZONE

1

7

0

0

T

Y

P

. S

P

A

C

IN

G

NOTES:

· BOLLARD AND TGSIs SHALL BE

PROVIDED ON ALL RAISED

THRESHOLD AND NON-STANDARD

(WIDE) PEDESTRIAN CROSSING

· REFLECTIVE STRIP MAY BE

REQUIRED ON BOLLARD WHERE

THERE IS NO ADEQUATE

ROAD/PEDESTRIAN LIGHTING

· INSTALLATION OF TGSIs MUST BE

COMPLETED BY ACCREDITED

INSTALLER IN COMPLIANT WITH

AS 1428.4

· TGSIs ON RADIUS KERB

REQUIRES CUSTOM TEMPLATE

AS DEVELOPED AND APPROVED

BY ACCREDITED TGSIs INSTALLER

· PLACEMENT OF BOLLARD ON

RADIUS KERB TO BE CONFIRMED

AGAINST VEHICLE USER TURNING

SWEEP & OVERHANG

· BOLLARD TO BE POSITION

1100mm MIN. FROM LOW

VERTICAL EDGE OR PREFERABLY

1200mm FROM BUILDING EDGE

600

920

BOLLARD AS SPECIFIED

SETOUT POINT AT TOP

OF FOOTING

CORE HOLE PAVER NEATLY

AROUND BOLLARD.

LEAVE NO GAPS

COMPACTED SUB GRADE

INSTALL TO MANUFACTURER'S

RECOMMENDATIONS

25MPa REINFORCED 450SQ x 600

DEEP CONCRETE FOOTING WITH

2 x N12 U-BARS

450

165

VA

RY

150

NOTES:

· BOLLARD TO BE INSTALLED VERTICAL

· REFLECTIVE TAPE TO BE INSTALLED IN EACH

COLLAR GROOVE AS SPECIFIED

PAVER AND MORTAR BED

LAYERS AS DETAILED

SURFACE FINISHES AS


900

BOLLARD AS SPECIFIED

SETOUT POINT AT TOP

OF FOOTING

CORE HOLE PAVER NEATLY

AROUND BOLLARD.

LEAVE NO GAPS

COMPACTED SUB GRADE

25MPa REINFORCED 450SQ x 500

DEEP CONCRETE FOOTING WITH

2 x N12 U-BARS

150

NOTES:

· BOLLARD TO BE INSTALLED VERTICAL

· Ø125mm BOLLARD TO BE USED ON

SHARED FOOTPATH

450

500

VA

RY

PAVER AND MORTAR BED

LAYERS AS DETAILED

SURFACE FINISHES AS



DATE

SHEET No. REV.

APPROVED


CHECKED


STANDARD DRAWINGS -








FOR INFORMATION


PART C

1 BUBBLER TYPE 1Section - Scale 1:20

2 BUBBLER TYPE 2Section - Scale 1:20

3 BOTTLE FILLER TYPE 1Section - Scale 1:20

DETAIL TBC

4 MULTI-PURPOSE FOUNTAIN TYPE 1Section - Scale 1:20

DETAIL TBC

DRINKING FURNITURE

09 04 -


BUBBLER WITH DOG BOWL

OPTIONAL AS NOMINATED

ON DRAWINGS

880

Ø100 uPVC PIPE TO DRAIN AND

CONNECT TO LOCAL SYSTEM

RECESS MOULD AREA. EPOXY

GROUT 5x S/S M12 ANCHORS

TO FOOTING

25MPa REINFORCED CONCRETE

FOOTING WITH RECESS

(CONTRACTOR TO REQUEST

RECESS MOULD FROM SUPPLIER)

940

405

PLAN

SECTION

250

900

SURFACE FINISHES AS

NOMINATED ON DRAWINGS.

FOOTING DEPTH TO BE

ADJUSTED TO SUIT

SETOUT AT FSL OF BUBBLER

NOTES:

· DRINKING WATER SUPPLY

CONNECTION TO BE LOCATED

ON SITE AND CONNECTED TO

THE BUBBLER AS PER

MANUFACTURER'S

RECOMMENDATION

· ALL PLUMBING CONNECTION TO

BE COMPLETED BY QUALIFIED

PLUMBER TECHNICIAN

Ø 450

845

1100

250

1065

1025

BUBBLER AS NOMINATED ON

DRAWINGS TO BE INSTALLED

AS PER MANUFACTURER'S

INSTRUCTION

NOTES:

· DRINKING WATER SUPPLY

CONNECTION TO BE LOCATED

ON SITE AND CONNECTED TO

THE BUBBLER AS PER

MANUFACTURER'S

RECOMMENDATION

· ALL PLUMBING CONNECTION TO

BE COMPLETED BY QUALIFIED

PLUMBER TECHNICIAN

SURFACE FINISHES AS


PLAN

FRONT VIEW SIDE VIEW

SETOUT POINT AT CENTRE OF

BASE PLATE

SETOUT POINT AT

CENTRE OF BASE PLATE


DATE

SHEET No. REV.

APPROVED


CHECKED


STANDARD DRAWINGS -








FOR INFORMATION


PART C

1 BIN ENCLOSURE TYPE 1Section - Scale 1:20 2 BIN ENCLOSURE TYPE 2

Section - Scale 1:20

BIN ENCLOSURE

09 05 -


SETOUT POINTS ON BOLT

FIXING POINT 4xØ15 THRU

WITH Ø25x18 COUNTERBORE

CORE DRILL THROUGH PAVING

AND WORKING SLAB. BIN FIXED


RECOMMENDATION

CUSTOM MOTIF CUT OUT WITH

MATTE BLACK MODESTY

PANEL (MOTIF AS NOMINATED

ON FURNITURE SCHEDULE)

CUSTOM SSC LETTERBOX

STYLE OPENING

SURFACE FINISHES AS


370

11

0

SURFACE FINISHES AS


PLAN

SIDE VIEW

FRONT (DOOR SIDE) VIEW

BIN ENCLOSURE AS



MATTE BLACK MODESTY






RECOMMENDATION

650

56

8

650

581

12

20

NOTES:

· ALL FURNITURE IS TYPICALLY SET BACK

600mm MINIMUM FROM FACE OF KERB.

· ENSURE BIN ENCLOSURE IS INSTALLED

LEVEL/PLUMB

· DOOR SIDE OF BIN SHALL BE ORIENTATED

ON THE HIGH SIDE OF THE PAVEMENT

AND TO BE CONFIRMED ON SITE.

735

81

0

PLAN

SIDE VIEW

FRONT (DOOR SIDE) VIEW

13

35

11

30




RECOMMENDATION


MATTE BLACK MODESTY



SURFACE FINISHES AS


BIN ENCLOSURE AS


810

13

35

11

30




RECOMMENDATION


MATTE BLACK MODESTY



SURFACE FINISHES AS


BIN ENCLOSURE AS


735

SETOUT POINTS AT CENTRE

OF BIN

NOTES:

· ALL FURNITURE IS TYPICALLY SET BACK

600mm MINIMUM FROM FACE OF KERB.

· ENSURE BIN ENCLOSURE IS INSTALLED

LEVEL/PLUMB

· DOOR SIDE OF BIN SHALL BE ORIENTATED

ON THE HIGH SIDE OF THE PAVEMENT

AND TO BE CONFIRMED ON SITE.


DATE

SHEET No. REV.

APPROVED


CHECKED


STANDARD DRAWINGS -








FOR INFORMATION


PART C

1 GUM LEAFDetails - Scale NTS

2 COCKATOODetails - Scale NTS

3 GYMEA LILYDetails - Scale NTS

4 BANKSIADetails - Scale NTS

5 POSSUMDetails - Scale NTS

6 WAVEDetails - Scale NTS

BIN MOTIFS - SINGLE BIN

09 06 -


NOTES:

· REFER TO PDDM FOR MOTIF

APPLICATION

· BIN OUTLINE SHOWN

INDICATIVE ONLY. MOTIF TO

BE CENTERED WITHIN THE

PANEL AS SHOWN

· MOTIF TO BE PROVIDED ON

ALL FOUR SIDES OF BIN,

UNLESS APPROVED

OTHERWISE

· MOTIF TO BE REQUESTED

FROM SUTHERLAND SHIRE

COUNCIL IN dwg FORMAT

NOTES:


APPLICATION




PANEL AS SHOWN



UNLESS APPROVED

OTHERWISE




NOTES:


APPLICATION




PANEL AS SHOWN



UNLESS APPROVED

OTHERWISE




NOTES:


APPLICATION




PANEL AS SHOWN



UNLESS APPROVED

OTHERWISE




NOTES:


APPLICATION




PANEL AS SHOWN



UNLESS APPROVED

OTHERWISE




NOTES:


APPLICATION




PANEL AS SHOWN



UNLESS APPROVED

OTHERWISE





DATE

SHEET No. REV.

APPROVED


CHECKED


STANDARD DRAWINGS -








FOR INFORMATION


PART C

1 WAVE (120L BINS)Details - Scale NTS

2 SAIL BOAT (240L BINS)Details - Scale NTS

BIN MOTIFS - DOUBLE BINS

09 07 -


FRONT ELEVATION

540

880

SIDE RIGHTSIDE LEFT

NOTES:

· REFER TO PDDM FOR MOTIF APPLICATION

· BIN OUTLINE SHOWN INDICATIVE ONLY. MOTIF

TO BE CENTERED WITHIN THE PANEL AS

SHOWN

· MOTIF TO BE PROVIDED ON ALL FOUR SIDES

OF BIN, UNLESS APPROVED OTHERWISE

· MOTIF TO BE REQUESTED FROM SUTHERLAND

SHIRE COUNCIL IN dwg FORMAT

FRONT ELEVATION SIDE RIGHTSIDE LEFT

NOTES:

· REFER TO PDDM FOR MOTIF APPLICATION

· BIN OUTLINE SHOWN INDICATIVE ONLY. MOTIF

TO BE CENTERED WITHIN THE PANEL AS

SHOWN

· MOTIF TO BE PROVIDED ON ALL FOUR SIDES

OF BIN, UNLESS APPROVED OTHERWISE

· MOTIF TO BE REQUESTED FROM SUTHERLAND

SHIRE COUNCIL IN dwg FORMAT


DATE

SHEET No. REV.

APPROVED


CHECKED


STANDARD DRAWINGS -








FOR INFORMATION


PART C

1 SKATE STOP ON THIN EDGESection - Scale 1:10

2 SKATE STOP ON WIDE EDGEPlan - Scale 1:10

3 HANDRAILDetails - Scale 1:20

4 ANTI SLIP TREADSection - Scale 1:10

FIXTURES

09 08 -


NEW PAVEMENT AS DETAILED

ADJACENT MASS

PLANTING BED AS

DETAILED

RAISED EDGE AS NOMINATED

ON DRAWINGS

INSTALL SKATE GUARD AS

SPECIFIED AT 600mm SPACING TO

MANUFACTURER'S INSTRUCTION

65

200 MAX.

℄

600

15

200+

W

ID

E

SKATE GUARD AS SPECIFIED,

FIXED TO SURFACE AS PER


Ø48x 3mm 316 S/S POST

Ø48x 3mm 316 S/S HANDRAIL,

WELDED TO POST

DOMED BUTTON AT

EACH END OF

HANDRAIL (TOP SIDE)

R

4

8

48

HANDRAIL DETAIL

Section 1:5

50 N

OM

.

PROVIDE WARNING

TACTILE AT TOP AND

BOTTOM OF STAIR RUN AS

SHOWN ON DRAWING.

NOTE:

PROVIDE SHOP DRAWINGS OF

HANDRAIL TO SUPERINTENDENT

(FOR APPROVAL) PRIOR

FABRICATION (HOLD POINT)

1

2

3

4

5

6

7

8

870

415 NOM.

R

1

0

0

N

O

M

.

BASE OF POST

CORE AND EPOXY

GROUT 150mm INTO

CONCRETE SLAB

450

REFER HANDRAIL

DETAIL SECTION

1200

1200

200 T

YP

.

265

Ø12 316S/S ROD

6mm 316 S/S ROD

COVER WELD TO

TOP OF POST

150

600 (TACTILE)300

300

15

ANTI-SLIP STAIR TREAD

INSTALLED AS SPECIFIED AND

INSTALLED AS PER

MANUFACTURER'S INSTRUCTION.

8

55 - 75mm

30

0

CONCRETE STEPS AS DETAILED

ANTI-SLIP TREAD/STAIR NOSING

AS SPECIFIED

HANDRAIL & POST AS DETAILED

15

UP


DATE

SHEET No. REV.

APPROVED


CHECKED


STANDARD DRAWINGS -








FOR INFORMATION


PART C

1 FENCE TYPE 1Details - Scale NTS

2 FENCE TYPE 2Details - Scale NTS

DETAILS TBC

DETAILS TBC

FENCE

09 09 -


PUBLIC DOMAIN TECHNICAL MANUAL (PDTM)FILE: \Public Domain Design Manuals_CP06771374\PDTM...

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