Council archive · source document
RFI - Attachment-1-Updated_Proposal_Plan · MCU19/0055
Plans and drawings: the text below has words only, no drawings.
Original PDF page 3, section 2. The text section number identifies this passage in the reader.
SP .19 ate
40 .49 rL
39
36°35'30"
.90 ine
.52
19.568
39 Un
.33 39 .53 der
.28 40 39 gro
40 u nd
Fro
m
.59 Re
Turning Bay/ 39 .50 co rds
39 *
Carpark .24
39
n
5°
.48
Bitume
39
.84
39 .63 .35
39 39
rground*
.24
Proposed Unit A Driveway
5°
40
6317
Location and size to be verified on site.
*Sewer Line Unde
39.4
Motorised Gate
40.2
.23 .15
40 Driveway construction to be in accordance with
*Water Line Underground From Records*
40
hill street
.44
P
.73
3700
RC
39 39
2584
215°0'
5° SEQ R0-050, estate and local council regulations.
9.382
675
.60 .18
39
.29
39 (Exposed aggregate)
5°
9.8
4 5 .54 39
3 3 9.7 39 8
3 9.3
.66
39.2
39
.40 Existing Residence .09
KERB & CHANNEL
39 39
39.2
Timber Fence
FH
6002 Location and size to be verified on site.
Existing tree to remain.
2320
To be completely demolished. Climate Code Requirements
1501
1534
7 2 39.8 .46 9 .41
40
.12 3 9.8 3 9.8
39
.75 29.035 39
.73
39
.75 3 9.5
9 .60
39 Bin Storage
39 3 9.5 39 Energy efficiency assessor to confirm
5
9.5 adequacy of proposed construction.
Timber Fence 304°52' Block Wall 3
.44
Proposed Duplex Unit A Provide insulation to N.C.C. code requirements
39
Builder to ensure surface water is to fall
94 6 or to BERS certification requirements.
94
56 away from the proposed building and
RP
.43 .08
39
.46
39 prevent pooling in excavated locations.
39
Approximate Pad nd
*
Stormwater Note
t F RL : 3.7m
ou
o
Approximate
N n) All stormwater drainage shall be in accordance
nh G.F.
ole me RL FFL : 4.0m
itu
Ma w B
.23 Location
r
te Ne
wa andr size to be verified on site. with A.S. 3500.3.
39 TE rm nde
A 8 to (U
GR 38.2 *S
W
S it IL
P
Proposed Duplex Unit B All stormwater drainage shall be in accordance
with N.S.C. guidelines to minimise erosion
Builder to ensure surface water is to fall
and scouring. Stormwater flow other than
away from the proposed building and
natural overland flow shall not be discharged
prevent pooling in excavated locations.
onto neighbouring property.
Approximate Pad RL : 4.3m
PROPOSED SITE PLAN Approximate G.F. RL FFL : 4.6m
All stormwater drainage design is preliminary
Scale 1:200 @ A3 Location and size to be verified on site.
and shall be confirmed by a licenced hydraulics
designer.
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.
Revision Schedule Client Name: Andy & Pamela Pannifex
Sheet Number:03 Project Number:18-076
Revision Number Revision Description Revision Date Issued by Project Address: No. 27 Hill Street, Sunshine Beach
2 PCD 3 28/02/2019 AOW
Climate Zone: 2
3
4
Concept Set 1.1
Development Application
03/03/2019
03/05/2019
BJH
BJH Wind Category: To engineers spec.
Site Plan
Email: [email protected] 1.0
Website: www.iconbuildingdesign.com.au Project Issue Date: 30/06/2019 Project Status: Development Application 1.0 Scale: As indicated
5 RFI 1.0 30/06/2019 BJH
Phone: 0488209840 Checked/Signed By Director: Bradley Hunt Drawn By: BJH QBCC LIC# 126221
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