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ADAMS+SPARKES Town Planning Report (Gympie Terrace) 160401
Attached to the e-mail Development Application - MCU16/0138 & OPW16/0257.
ath
1.18 1.24 Fo otp
ace
1.20 * 1.35
c ords
e Terr
1.2 1.21 ro m Re
1.06 in e F
i tra L
Gymp
*Tels WM
Notes From
Rec or
d s*
Denotes Fill
r Lin e 1.26
Sewerage to discharge to existing 1.24 *Wa te
to be confirmed
1.24 1.44
sewer in accordance with A.S. 3500. 1.19 1.25 75 °0
'
by Operational
wer*
1.58
1.19 1.08 TELE PIT 29
1.22 15.3
ead Po
SCREW 1.31
Works plans by RPEQ
Block
1.27
Stabilised cut and fill batters to be a 1.18 Fo otp
ath
*Overh
1.19
Wa ll
D/Way
minimum of 1000mm away from 1.23
1.27
footings 1.26
1.26 1.24
and are to have 1 in 1 max. gradient. 1.2 1.26 1.27
1.23
1.25 1.27
Grade finished surface level PP1.22
75 °0
'
1.23 1.26
1.27
from slab and footings.
Po ol E
1.25 05
18.1
2750
Position of proposed building to 0
xc ava
2751.33
Fall
1.25 1.26 1.29
be verified by builder on site. WM
Fall
1.22
tion
1.20
3.63 1.25
Location of existing services to be
1.29
1.28
Top of Awning
18
verified by builder prior to
Fall
1.26
construction. 1.24 1.35
Pool Excavation
All stormwater drainage shall be in 1.29 1.22
Step
1.26 1.27
accordance with A.S. 3500.3. 1.2
s
CARPORT 1.34
1.16
All stormwater drainage shall be in
Blo ck
1.22
accordance with NSC. 1.28
Re ta
Paving
1.34
1.2
ining
All stormwater drainage design is 1.2
Wall
1.2 1.22
1.24
Fall
preliminary and shall be confirmed 3.63 1.16
Ove rg
Top of Awning
by a RPEQ civil engineer. Minimal fill to this location
Fall
rown
to provide surface drainage. 1.10
Gard
IO
Block up footing
165°
Divert all stormwater from roof
40.2
en
1.28
0'
storage to subfloor
34
1.18
to driveway side of building where 1.19
Septic Tank
2.46
possible. 1.14
1.28
1.08 Top of Wall
1.08 3.68 1.15 CP
1.28 Deck Level BUP104209
1.38
40.2
344°5
1.27 1.26
34
1.05
40.2
4'
344°5
1.28 1.26
34
1.30
4'
1.38 1.04 1.09
Paving
1.30
1.02
1.30 1.24 1.32
1.29
1.30
1.36
1.26 1.39
Palm Clump
Fall
1.60 1.08
1.05 2.47
1.33 Top of Wall
1.07 1.16 1.09
1.04 1.15
1.14 1.05
5
RP79817 1.32
1.22
1.20
1.05
Clothes Line
1.18
1.11
Block up 1.17
2.47
footing storage 1.21 1.4 Top of Wall
Minimal fill to this location to subfloor 1.6
to provide surface drainage. 1.13 Pool 1.33 1.39
1.8
2 2.45
Divert all stormwater from roof Excavation 1.34
2.2 59
15.2
to driveway side of building where 1.19 1.30
1.45 2.41 2.4 0'
1.39 25 5°
possible. Pool Bank
Top of
Excavation 1.92 2.30 2.40
Timbe
r Fen
ce
cords*
Fro m Re
1.39
er Line
1.17
1.35 *Sew
1.2 1.33
1.25
1.35
CP
1.21
05 BUP103813
1.30 18.1
25 5°
0' Emt C
r Fen
ce
Recor
ds*
RP817453 PROPOSED SITE WORKS
1.31 Timbe e From
er Lin *
*Sew
Fro m Re
cords * Refer to civil engineering operational works plans
e
er Lin Emt D
*Sew (guide only)
C COPYRIGHT The Drawing and the design depicted on this sheet remains the property of Icon Building design. Reproduction in part or whole is prohibited unless written permission is obtained from Icon Building Design. Plans are design for use on the job address specified in the titleblock only. RP817422
Revision Schedule Client Name: The Property Clinic
Revision Number Revision Description Revision Date Issued by Project Address: No. 113 Gympie Terrace, Noosaville Sheet Number: 04 Project Number:16-024
Climate Zone: 2
Wind Category: To engineers spec.
Proposed Site Works
Phone: 0488209840
email: [email protected] Project Issue Date: 20/09/2016 Project Status: DA Set 1.0 Scale: As indicated
website: www.iconbuildingdesign.com.au Checked/Signed By Director: Bradley Hunt Drawn By: BJH QBCC LIC# 126221
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