Legend
Goddard Park Sport Field
Existing Wall
Proposed Wall Proposed new building
B 30 1
Modifications to existing fence Ex. grated pit. inv 11.54
T
5,4 6
0
Ro
lle rD oo
Existing Shed to be removed Modifications to existing fence
r
Ex. grated pit. inv 11.28 New concrete stair. GAL ST handrails and tactile indicators to AS 1428.1 + NCC
Groundskeepers Store 35 m2 Ex. grated pit. inv 11.32
New concrete ramp, max fall 1 14. GAL ST handrails and tactile indicators to AS 1428.1 NCC
x RL:13.50
7,4 00
EBSA Fixed louvres with terracotta infill
Concrete slab on ground New single skin brick + engaged pier building
Planter
A 301
Ex. grated pit. inv 11.95
New slab under extended portion of ground floor
x RL:12.86
2,126
Relocate Ex. bench seat Ex. concrete path
Existing retaining wall
x RL:12.27
Rugby Store 20 m2
6,791
1,866
117
230
300
117
Retain existing concrete slab. new topping as required for new coverings
6,035
2,810
230
450
3,659
A 301
14,170
Architect
Notes
Collins and Turner pty ltd
01 Do not scale; dimensions govern 02 All dimensions are in millimeters 03 All dimensions to be verified on site 04 Collins and Turner are to be notified of any discrepancies
Shop 1 479 Bourke Street Surry Hills NSW 2010 australia Telephone +612 9356 3217 Email info@collinsandturner.com Web collinsandturner.com Registered Architect in NSW Penelope Collins ARB 7342
No
Date
By
Note
Client City of Canada Bay Client Address Drummoyne NSW 1470
01
26 10 20
AC
For Community Consultation
02
26 10 20
AC
For Costing
03
28 10 20
AC
Revised for Community Consultation
North
Scale Bar
Ground Level
324 Goddard Park 16 Park Avenue Concord, NSW
Drawing Title
Scale Date Drawn by
1 100 23.10.2020 AC
324_DA_130_03
Copyright Collins and Turner 2020
Drawing Number+ Revison
Project
Lot Lot 1 DP 117862
0
1
3
200
4,487
5,837
First Aid Room 6 m2
6,035
350
100
New internal drain and light weight wall to STR engineers recommendation
1,455
Fixed bench seat
5m
Existing footprint
Change Room 19 m2
Change Room 19 m2
Planter
3,415
B 30 1
x RL:12.22
Proposed footprint
50
x RL:12.22