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Appendix C - Engineering
Original PDF page 6, section 1. The text section number identifies this passage in the reader.
DOONELLA STREET
NOTE:
SW
EXCEPT WHERE NOTED ON PLAN AND ASSOCIATED DESIGN DRAWINGS,
ALL IN-GROUND SERVICES WITHIN THE PROPERTY BOUNDARY INCLUDING
BUT NOT LIMITED TO: STORMWATER DRAINAGE, SEWERAGE, WATER, GAS,
OE
ELECTRICAL AND COMMUNICATIONS TO BE SAFELY BE DISCONNECTED,
PROPOSED DRIVEWAY IN ACCORDANCE PROPOSED 1.0m WIDE CONCRETE PROPOSED DRIVEWAY IN ACCORDANCE
REMOVED FROM SITE AND CAPPED OFF AT SITE BOUNDARY. CONTRACTOR
WITH IPWEA STD RS-049 & RS-050 FOOTPATH IN ACCORDANCE WITH WITH IPWEA STD RS-049 & RS-050
SW
TO ARRANGE ALL NECESSARY APPLICATIONS AND PERMITS WITH THE
IPWEA STD DRG RS-065
RELEVANT AUTHORITIES. SERVICES TO BE CAPPED IN ACCORDANCE WITH
RELEVANT SERVICE PROVIDER SPECIFICATIONS AND STANDARD DETAILS
0.5m
OE
4.2m
SW
MATCH NEATLY TO
0.5m 4.0m 0.5m
EXISTING FOOTPATH 0.5m
10.038
10
8.617
OE
3.2
SW
3.45 3.67
12.5%
3.59
0
3.
4.157
5
J
0.000
DE
14.263
SW
19.365
23.365
12.5%
EJ
30.363
SW
SW
CJ
15
20
SW
25
30
SW
CJ
OE
SW 3.41
2.5%
MATCH NEATLY TO
CJ
0.9m 0.8m
EXISTING FOOTPATH
EJ
3.50
CJ
W W W W W W 3.78
W W W 3.64 W W W W W W W W 1.0m
W W W W W W
CJ
FH
CJ
T T T T T T T T T T T T T T T T T T T T T T T
EJ
1.0m
4.5%
DEJ
3.31
DEJ
DEJ
CJ
CJ
EJ
EJ
1.0m
1.0m
CJ
CJ
EJ
CJ
CJ
EJ
0.9m
2.2%
1.0m 1.0m
OE OE OE OE OE OE OE OE OE 1.0m 1.0m
OE OE 0.9m 1.1m 1.1m 1.1m 0.9m 3.53
1.1m 1.0m 1.0m 1.0m 1.0m 1.0m 0.9m 3.81 3.65
5.5%
OE
// // OE
3.83 3.68
3.31
5.2%
OE 3.84 3.70 3.56
OE
3.
5.0%
OE 8
3.4 3.03
18
3.51
3.6
.6%
OE OE
//
3.79 3.62 3.2 2.85
//
OE
9%
3.71 3.76 OE
16.67%
16.7%
2.70
14
3.0
18.5
.6%
3.42
3.43 3.25 LEGEND:
OE
3.4 // EXISTING FENCE
2.8
11
18.5%
EXISTING BUILDING
23.0%
\ \ \ \ \ \ \ \ \ \ \
%
//
OE
EXISTING KERB AND CHANNEL
//
T EXISTING TELSTRA
25.0%
25.0%
19.76
3.2 OE
OE EXISTING OVERHEAD ELECTRIC
%
12.5%
3.2
SW
12.5%
EXISTING STORMWATER
5.2
5%
3.0
%
W EXSTING WATER
2.8 S
//
EXISTING SEWER
//
EXISTING TREE
2.6 2.58
5.0% ADJACENT BOUNDARY
2.57 PROPERTY BOUNDARY
5.0%
2.55 2.55 2.55 3.0 PROPOSED MAJOR CONTOUR
2.55 2.55
2.57 2.57 PROPOSED MINOR CONTOUR
//
2.55 2.59
//
PROPOSED RETAINING WALL
2.55 2.55 PROPOSED SWALE
> > >
2.55 2.55 2.55
PROPOSED STORMWATER PIPE
PROPOSED STORMWATER PIT
PROPOSED HEADWALL
//
4 5
TI6337 RP73672 DEJ DOUBLE EXPANSION JOINT
EJ EXPANSION JOINT
CJ SAW CUT JOINT
PROPOSED CONCRETE PAVEMENT
PROPOSED COBBLESTONE PAVERS
//
PROPOSED FOOTPATH
CARPORT CARPORT CARPORT CARPORT PROPOSED LANDSCAPE
1.0 0 1.0 2.0
SCALE (metres)
1 : 50 (FULL SIZE)
North Point Approved Project Address Title
BEN PARRY
RPEQ 28084 53-55 DONNELLA ST DETAILED SITEWORKS LAYOUT PLAN
TEWANTIN QLD 4565
For and on behalf of RECOR Pty Ltd. LOT 4 T16337 & LOT 5 RP73672
N
Scale ENGINEERING + PROJECT MANAGEMENT Client Details PROJECT NAME: Project Number Sheet Size
SUNSHINE COAST | BRISBANE | SYDNEY
B 23/06/23 OPW ISSUE HL BP www.recorconsulting.com | ABN 89 647 469 707 BLACKWOOD ASSETS PROPOSED 20210038 A1
A 05/05/23 MCU ISSUE JAC BRP
AS SHOWN COPYRIGHT © This drawing is subject to copyright in accordance with the agreement between RECOR Pty Ltd and RECOR's client. This RESIDENTIAL DUPLEX Drawing Number Revision
011 B
drawing shall only be used for this specific project. This drawing shall not be used for construction until marked as 'Issued For Construction' in
Rev Date Revision Description Drawn Check DO NOT SCALE, IF IN DOUBT ASK the revision description.
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