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CIV3045 Opw Rev B (2022-08-24)
Attached to the e-mail Operational Works Application OPW22/0XXX - DA Form 1 - Cover Letter - Civil Plans - Hay Street and Ward Street Tewantin.
Original PDF page 9, section 1. The text section number identifies this passage in the reader.
LEGEND
W
T
///
S
EXISTING FEATURES
S
///
OVERALL RP BOUNDARY
///
T
19.00 - START OF PASSING BAY
TREE
W
31.00 - END OF PASSING BAY
T
///
EXISTING CADASTRAL EASEMENT
S
///
S
SURVEYED RP BOUNDARY
///
HAY S
SEWER MAIN
///
CADASTRAL RP BOUNDARY
///
W
T
REINFORCED CONCRETE ROAD CENTRELINE
S
S
ACCESS DRIVEWAY
///
/// ///
EXISTING EDGE ROAD KERB & CHANNEL
EXISTING OF BITUMEN
TC 38.156
///
ELECTRICITY
/// /// /// ///
EDGE OF BITUMEN
W
T
///
30.00
40.00
-4.844
20.00
10.00
PILLAR BOX D D STORMWATER
0.00
S
S
///
/ / / PROPERTY BOUNDARY W W WATER RETICULATION
/ / / /
E E E
///
/ / / /
/
/ / / / / / /
/
/ / /
/ / 2.0 6 /// TBM 2
S S SEWER RETICULATION
W
ACCESS DRIVEWAY
T
/ NAIL IN BITUMEN
2.0
///
///
///
4.5m
3.5m
S
RL 1.590 E/OH OVERHEAD ELECTRICAL
S
PROPOSED 2.5
///
3.9 E E UNDERGROUND ELECTRICAL
/
ALLOTMENT
6.5m
///
m ///
BOUNDARY ///
2.5
W
T T TELSTRA
T
///
///
6
///
R-
S
S
/
CHANGE IN GRADE
JOIN NEATLY AND
BUILDING
SMOOTHLY TO
/
W
PROPOSED 4.5m 3.0m 6.0m 3.0m EXISTING BITUMEN / / / FENCE
CT 47.581
S
S
WIDE EASEMENT RETAINING WALL
FOR ACCESS AND
/
PRELIMINARY
SERVICES 12 NATURAL CONTOUR
BUILDING
50.00 PASSING BAY FOOTPRINT
W
S
2.5
S
/
LEGEND
PROPERTY BOUNDARY
INTER-ALLOTMENT PROPOSED FEATURES
/
3.5m
DRAINAGE WITHIN 2m
S
W
RP BOUNDARY
S
2.5
WIDE EASEMENT
RP EASEMENT
/
PVC-U TRUNK
SEWER MAIN ROAD CENTRELINE
/ / /
S
/
600x600
W
S
CONCRETE DRIVEWAY
600x600 FIELD INLET
FIELD INLET RETAINING WALL (MAX 1000mm HIGH)
600x600 PROVIDE TURFED SWALE, AS
/
2.5
FIELD INLET REQUIRED TO ENSURE FREE > > > DRAINAGE SWALE
S
W
60.00 DRAINING OUTLET
EARTHWORKS BATTERS
PROPERTY BOUNDARY
/
> > >
S
STORMWATER DRAINAGE
S
4.5m 63 DESIGN CONTOUR
W
/
INTER-ALLOTMENT GROUTED STONE PITCHING
PROPOSED DRAINAGE WITHIN STORMWATER STRUCTURE NUMBER
S
AND ENERGY DISSIPATOR
ALLOTMENT 1.5m WIDE EASEMENT TO STORMWATER OUTLET
S
BOUNDARY
W
UP
EXISTING PRELIMINARY
BUILDING
S
SEWER MAIN 3.0m FOOTPRINT
S
W
70.00 FUTURE EXTENSION OF
ACCESS DRIVEWAY WITH
BUILDING WORKS
S
S
W
1.5
S
PVC-U WATER MAIN
S
W
S
STORMWATER
2.5
DRAINAGE
/
> > >
S
80.00
1.5
/
2.0
/ / / / / / / / / / / / / / / / / /
S
80.745 2.5 2.0 1.5 PROVIDE TURFED SWALE, AS
PROPERTY BOUNDARY
600x600 REQUIRED TO ENSURE FREE
600x600 PROPOSED FIELD INLET DRAINING OUTLET
S
FIELD INLET STORMWATER GROUTED STONE PITCHING
DRAINAGE AND ENERGY DISSIPATOR
S
TO STORMWATER OUTLET
S
0 2.5 5 7.5 10 12.5m
SCALE 1:250 A3
PLAN DETAILS: PLAN AMENDMENTS: PLAN TITLE:
Rev Date Comment Altered Checked
Designed: AJD
Drawn: AJD A 14-04-22 ORIGINAL ISSUE AJD JP
SUNSHINE COAST OFFICE NORTH LAKES OFFICE Checked: JP B 24-08-22 ISSUE FOR APPROVAL AJD SC
Building A, Level 1, Corporate Suite A, Bld 2 Datum: AHD
6 Innovation Parkway, 2 - 4 Flinders Parade, Date: MARCH 2022
Birtinya 4575, Qld North Lakes 4509, Qld ISO 9001
MANAGEMENT This plan is Copyright. Other than for the purposes of and subject to the conditions prescribed under the Copyright Act, no part of it may in any form or by
www.ContourCE.com.au SYSTEMS
any means be reproduced, stored in a retrieval system or transmitted without the prior written permission of Contour Consulting Engineers. The plan shall not
Ph. (07) 5493 9777 Trading name of SN Registrars (Holdings) Ltd
8327 Director: BRETT THOMSON (RPEQ 6068) PLAN No: REVISION: SHEET: 09 OF 14
[email protected] Quality Assured International 3rd Party Accredited (FOR & ON BEHALF OF CONTOUR C/E PTY LTD) be used for construction without prior written approval. FILE LOCATION: C:\_PROJECTS\DD262 HAY ST, TEWANTIN\DRAWINGS\3045-009.DWG
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