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200437-C-Drawings
Original PDF page 2, section 1. The text section number identifies this passage in the reader.
ADJACENT LOT
PROPERTY BOUNDARY
EXISTING KERB
AND CHANNEL
ADJACENT LOT
DRIVEWAY EXISTING SEWER
EXISTING STONE PITCHED CONCRETE MANHOLE EXISTING
CHANNEL TO BE REMOVED. 1 Carport PROPOSED U/G SERVICES TO NEW TELSTRA PIT
37 DWELLING (WATER, TELECOM, ELECTRICITY).
4. 2.00 2.50
11 VERGE SHOWN INDICATIVELY ONLY
PROPOSED GUEST EXISTING POWER POLE
PARKING AREA
EXISTING CONCRETE DROP INLET TO BE
5.00
REMOVED. PROPOSED MANHOLE AND PIPE
TO GULLY INSTALLED ON KERB ALIGNMENT PROPOSED LANDSCAPE PLANTING OFFSETS AND ROOT
1.45 3.95 BARRIER PROTECTION TO BE IMPLEMENTED FOR EXISTING WATER PROPERTY
EXISTING UTILITIES, REFER LANDSCAPE DRAWINGS SERVICE AND METER
EXISTING 300Ø RCP TO REMAIN REFER DRG 200437-C-00202
(APPROX. DIRECTION)
9
13
M1
.
14
OLIVINE LANE
PIPE OUTLET LOCATION IN 1
2.93
SWALE TBC ON SITE AND PROPOSED UNIT 1 5
CLEANED TO ENSURE FREE
2.0
DRAINING CONDITIONS. 12
TEWANTIN ROAD
9.90
EXISTING
DWELLING
6.00 (W1)
5.00 (W2)
6.00 (W3)
GARAGE FFL 115.500
A GROUND FLOOR FFL 116.7
-
6
. 93
1 13
APPROX. ROAD
CENTERLINE
PROPOSED UNIT 2
M1
PROPOSED KERB & CHANNEL EXISTING DN150 SEWER MAIN AND
NOMINAL FACE COINCIDENT WITH PROPERTY SERVICE CONNECTION
OLD PROPERTY BOUNDARY REFER DRG 200437-C-00102
2.75 5.15
FLOW
3
. 76
1 13
EXISTING VEHICLE CROSSOVER AND
CULVERT LOCATED BETWEEN
PROPERTIES TO BE REMOVED OR PROVIDE 450mm x 450mm PIT FOR EXISTING DWELLING
Dilapidated Shed ROOF WATER DRAINAGE. 150Ø PVC PIPE TO OLIVINE
RELOCATED WEST FOR ADJACENT LOT. EXISTING VEHICLE CROSSOVER LOCATION TO BE MAINTAINED
LANE AND OUTLET TO KERB ADAPTORS AT ALL TIMES FOR EXISTING DWELLING. ANY DRIVEWAY OR
OVERLAND FLOW PATH TO OLIVINE LANE SHALL BE CROSSOVER WORKS SHALL BE UNDERTAKEN IN ACCORDANCE
IF REQUIRED REINSTATE RURAL VEHICLE MAINTAINED ADJACENT SIDE BOUNDARY. PROVIDE ROCK WITH STD DRG IPWEA RS-049 & RS-050
CROSSOVER AND CULVERT PIPE/ ENDWALLS 2m WIDE STRIP OF LAND EXTENDING THE PROTECTION WITHIN LOT PRIOR TO OLIVINE LANE VERGE
FOR ADJACENT LOT. MAINTAIN MINIMUM PIPE FULL FRONTAGE TO BE DEDICATED TO
COVERS OR PROVIDE NO FINES CONCRETE COUNCIL AS ROAD RESERVE
PROTECTION ABOVE OVERLAY ZONE.
5 62
3.
11 BATTER SLOPE TO AREA. LANDSCAPE
AND EROSION PROTECTION IN
ACCORDANCE WITH LANDSCAPE DESIGN
Filename: C:\USERS\GRANT\ARCOSGROUP.COM.AU\BILLY BLAKE - ARCOS\6.0 PROJECTS\200437 - COOROY, PROPOSED DUAL OCCUPANCY - 33 TEWANTIN ROAD\4.0 CAD\DRAWINGS\200437-C-00012.DWG
ADJACENT LOT
PROPERTY BOUNDARY
KERB FACE/ INVERT
NOTES: EDGE OF BUILDING
PROPOSED LEGEND
PROPERTY BDY
1. DRAWINGS TO BE READ IN CONJUNCTION WITH ALL RELEVANT
ROAD CENTERLINE
DOCUMENTATION, SPECIFICATIONS AND STANDARD DRAWINGS. PROPOSED ROAD PAVEMENT
GARAGE FFL 115.50
2. DIMENSIONS IN METRES UNLESS NOTED OTHERWISE (U.N.O). DO NOT REFER DRG 200437-C-00013
SCALE FROM DRAWINGS. USE PRINTED DIMENSIONS ONLY. PROPOSED 100mm TOPSOIL AND TURF
OLIVINE
3. FOR GENERAL NOTES REFER DRG 200437-C-00011. LANE DRIVEWAY
4. DRIVEWAY PROFILE CHECKED IN ACCORDANCE WITH AS2890.1 FOR A B99 PROPOSED CONCRETE DRIVEWAY AND VEHICLE CROSSOVER SURFACE PROFILE
VEHICLE. IN ACCORDANCE WITH STD DRG IPWEA RS-049 & RS-050 [email protected]%
PROPOSED GRASS CELL VEHICLE LOADING, INSTALLED AS PER 1 ON 3 MAX LANDSCAPING ADJACENT
EARTHWORKS NOTES: MANUFACTURER SPECIFICATION PARKING BEHIND SECTION GUEST PARKING
1. GRASS AND TOPSOIL SHALL BE STRIPPED TO A DEPTH OF 100mm OVER THE M1
EXTENT OF THE WORKS UNLESS DIRECTED OTHERWISE AND STOCKPILED PROPOSED KERB AND TYPE. REFER STD DRG IPWEA RS-080 EXISTING SURFACE
FOR FUTURE USE AS NON-STRUCTURAL FILL IF REQUIRED, OR REMOVED PROPOSED STORMWATER PIPE
FROM SITE. PROPOSED ROOF WATER KERB ADAPTOR BEHIND SECTION
5. FINISHED SURFACES TO ALL DISTURBED AREAS ARE TO BE FINISHED WITH
TOPSOIL AND TURF UNO BY LANDSCAPE DRAWINGS.
6. CONTRACTOR TO ENSURE SUITABLE EROSION & SEDIMENT CONTROL EXISTING LEGEND
Last Plotted: 2020-12-18
MEASURES ARE INSTALLED INCLUDING BUT NOT LIMITED TO SHAKEDOWNS, EXISTING SEWER
SILT FENCING ETC. 3.46 NOM 1.50 1.50 5.40 1.50
EXISTING U/G TELECOM VARIES 1 IN 8 1 IN 6 VARIES, MAX 1 IN 4.5 1 IN 8
7. PRIOR TO ANY WORK COMMENCING, THE CONTRACTOR SHALL UNDERTAKE
PRE CONSTRUCTION CCTV SURVEY OF SEWER LINES ADJACENT TO THE EXISTING O/H ELECTRICITY (CROSSFALL EXTENSION) ROLL OVER
SITE. CCTV SURVEYS SHOULD BE CARRIED OUT USING EQUIPMENT WITH EXISTING WATER DBYD
SECTION
Last saved by: GRANT(2020-12-18)
PAN AND TILT CAPABILITY AND THE CONTRACTOR SHALL SUBMIT A DIGITAL
EXISTING STORMWATER DBYD
A
REPORT AND VIDEO OF THE INSPECTION.
EXISTING FENCE SCALE 1:50 -
EXISTING CONTOUR MAJOR
EXISTING CONTOUR MINOR
North Point Scale Horiz. Datum Client Consultant Project Drawing
LOCAL Drawn GM Drawing No. Rev No.
0 2.5 5 MIDSON CONSTRUCTIONS 33 TEWANTIN ROAD CIVIL
m
Vert. Datum (QLD) PTY LTD COOROY, QLD, 4563 Design GM SITE LAYOUT & DRIVEWAY SECTION
A1 1:100
0 1.25 2.5
m
AHD
MULTIPLE DWELLINGS DEVELOPMENT Check LS
200437-C-00012 A
A FOR OPW APPROVAL 17.12.20 LS RL Datum CIVIL | STRUCTURAL | GEOTECHNICAL OPW APPLICATION Approved Signed
P1 PRELIMINARY 16.11.20 LS A1 1:50 OPM 24963 COPYRIGHT © All rights reserved. Sheet
Rev Revision Description Date Approved RL 125.924
This work is copyright and cannot be reproduced
or copied in any form without the prior consent
SUNSHINE COAST | BRISBANE | GOLD COAST
www.arcosgroup.com.au | ABN 51 640 311 842
Date 17.12.20 L.SWANN
RPEQ 21223
Status NOT FOR CONSTRUCTION
Size A1
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