Original source · versioned page text
SCG 31283-CD Issue 1 4.11.2022
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Issue:
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
DEBUILD T/A
email:[email protected]
web:www.scg-engineers.com
ABN 40 098 481 899
Title:
Project
Date: Drawn Design
Checked: Drg No. Rev.
Rev. - 10.06.16
[OCR of page images]
DRAWING SIZE — Al
eS
HEIGHT DATUM
LOT 6 ON RP 28718 |
2
Level Datum AHD
Level Origin PSM 52587
RL 17.283
Ward St, Tewantin
Survey information provided by
PL Thatcher Land Surveyor
LEGEND
_---77 INDICATES EXISTING SURFACE CONTOURS
48.07 AND LEVELS TO AHD.
80 EXISTING SURFACE SPOT LEVELS.
FAuy, INDICATES DIRECTION OF FALL
oN TO FINISHED SPOON DRAINS.
RAMP. INDICATES DIRECTION OF RAMP UP OR
——~ _DOWN AS INDICATED
x | 29.740 INDICATES PROPOSED FINISHED
[270 SURFACE LEVELS
_____ (Tu) DENOTES WET TOOLED JOINT TO TERRACE
SLAB, REFER TO DRG. OW2.2 DETAILS
DENOTES SAWN CUT DANLEY JOINT
REFER TO DRG. OW2.2 DETAILS
CL] DRIVEWAY SLAB/PAVEMENT. REFER TO
NOTES AND DETAILS ON DRG. OW2.2 FOR
THICKNESS AND REINFORCING.
C_] LANDSCAPING, REFER LANDSCAPE
ARCHITECT FOR DETAILS.
— E— INDICATES OVERHEAD ELECTRICITY
SUPPLY LINE
INDICATES EXISTING SEWER LINE
w———_ INDICATES WATER MAIN APPROX
ALIGNMENT, BUILDER TO CONFIRM EXACT
LOCATION PRIOR TO WORKS
7 INDICATES TELSTRA LINE APPROX
ALIGNMENT, BUILDER TO CONFIRM EXACT
LOCATION PRIOR TO WORKS
— sw/ex—————_ INDICATES STORMWATER DRAIN EXISTING
AS NOTED
www.dialbeforeyoudig.com.au
SS DIAL 1100
“ey BEFORE YOU DIG
EXISTING DRIVEWAY
CROSSOVER 10 BE
REMOVED. RE-INSTATE WITH
NEW TOP SOIL AND TURF &
ENSURE EXISTING SURFACE
GRADES ARE MAINTAINED.
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RESIDENTIAL S
a \ a l DEVELOPMENT 8.420 Ss)
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4 \ ye ZZLIREZ ——
Y b GARAGE -—ae
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SITE PLAN — DRIVEWAY & CROSSOVER PLAN
Scale 1: 100
ALL SERVICES SHOWN ON THIS PLAN INDICATIVE
ONLY CONTRACTOR TO LOCATE ALL SERVICES
PRIOR TO COMMENCING WORKS ON SITE. ALL
SERVICES ARE TO BE PROTECTED IN
ACCORDANCE WITH THE AUTHORITY
RESPONSIBLE FOR THE SERVICE
CONTRACTOR TO TOPSOIL AND TURF ANY
DISTURBED OR DAMAGED AREAS OF THE ROAD
RESERVE ADJACENT THE CONSTRUCTION SITE
ALL LINE MARKING TO BE IN ACCORDANCE
WITH THE QUEENSLAND MANUAL OF UNIFORM
TRAFFIC CONTROL DEVICES & A.S 2890.1
PARKING FACILITIES PART 1: OFF-STREET CAR
PARKING
CONTRACTOR TO REPAIR/REINSTATE ANY
DAMAGED AREAS OF EXISTING FOOTPATHS,
KERB & CHANNELS TO COUNCIL STANDARDS
MAXIMUM CROSS-FALL OF 1 in 40 ON ALL
FOOT-PATHS AND INTERNAL PEDESTRIAN
PATHS AND RAMPS
CONTRACTOR TO REPAIR ADJACENT THE
CONSTRUCTION SITE KERB, FOOTPATH OR
ROAD RESERVE IF ANY DAMAGE IS SUSTAINED
DURING CONSTRUCTION. GRASSED AREAS ARE
TO BE RE TOP SOILED AND TURFED.
NEW KERB & CHANNEL TO BE IN ACCORDANCE
WITH IPWEA STANDARD Drg. SEQ—RS—080 &
COUNCIL STANDARD DETAILS
—+
DEMOLISH & REMOVE EXISTING
DRIVEWAY CROSSOVER AND
RE-CONSTRUCT NEW TYPE B1 BARRIER
KERB & CHANNEL AS PER NOOSA
COUNCIL STD DETAIL IPWEA RS-080.
MAINTAIN EXISTING SURFACE GRADES
AND ENSURE SMOOTH TRANSITIONS.
DRIVEWAY CROSSOVER GENERALLY IN
ACCORDANCE WITH COUNCIL STD
DETAIL IPWEA STD DRG. RS-049 AND
RS-050 AND COUNCIL REQUIREMENTS.
EXISTING STORMWATER PIT
EXISTING SEWER MANHOLE
EXISTING SEWER CONNECTION POINT
EXISTING EDGE OF BITUMEN
EXISTING KERB & CHANNEL
NATURAL SURFACE LEVEL
FIRE HYDRANT
TELSTRA PIT
ELECTRICAL PILLAR
EXISTING KERBING
REINFORCED CONCRETE END WALL
STOP VALVE
WATER METER
fnanu-——1_?—)_?m1:100 © At
1:200 @ AS
CONSTRUCTION NOTES
GENERAL:
1, DO NOT SCALE FROM THIS DRAWING.
2. ALL DIMENSIONS IN MILLIMETRES
3. SETTING OUT DIMENSIONS ARE TO BE OBTAINED FROM THE
ARCHITECTURAL DRAWINGS.
4. ANY DISCREPANCIES BETWEEN THESE DRAWING AND THE
ARCHITECTURAL DRAWINGS ARE TO BE REFERRED TO THE
ENGINEER IMMEDIATELY.
5. THE BUILDER |S RESPONSIBLE FOR LOCATING ALL EXISTING
SERVICES WITHIN AND ADJACENT THE ALLOTMENT AND SHALL
ENSURE THAT ALL NEW WORKS ARE IN ACCORDANCE WITH
THE ATTACHED CRITICAL DEPTH LINE DIAGRAM.
FOOTPATHS AND DRIVEWAYS:
1, EXISTING FOOTPATHS TO BE SAW CUT PRIOR TO REMOVAL
2. MINIMUM CONCRETE THICKNESSES:
PAVEMENT (VEHICLES): 125mm _ U.N.O.
FOOTPATHS: 100mm_U.N.0.
3. CONCRETE IN ACCORDANCE WITH AS360 AND AS1379
AND MINIMUM STRENGTHS AS FOLLOWS:
PAVEMENT (VEHICLES): 32 MPa
FOOTPATHS: 25 MPa
4. CONCRETE SURFACE TOLERANCE +5.0mm OVER 3.0m
5. REINFORCEMENT FABRIC TO AS 1304, PLACED CENTRAL
SLAB DEPTH.
6. MAX. 1 in 40 CROSSFALL (ACCROSS) ON FOOTPATHS.
7. EXPANSION JOINTS AS NOTED (T.J.) ON PLANS TO BE
10mm WIDE WET TOOLED WITH EVERY 2ND MESH WIRE CUT
ALONG JOINT. REFER DETAIL.
8. ONE ACCESS POINT PERMITTED FOR EACH ALLOTMENT.
9. FOR CURVED DRIVEWAYS, MAXIMUM GRADES APPLY TO
INSIDE EDGE OF CURVE
10. ALL EXISTING SERVICES TO BE LOCATED AND PROTECTED
AS REQUIRED PRIOR TO WORK COMMENCING
Revision Description Date
“FOR APPROVAL
DO NOT SCALE FROM THIS DRAWING
The design and associated details contained on this and associated
drawings are copyright and are not to be used or reproduced without
the written permission of SCG Consulting Engineers.
email:[email protected]
web:www.scg-engineers.com
‘ABN 40 098 481 899
a Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
DEBUILD T/A
Title:
DRIVEWAY & ACCESS PLAN
Project
46 WARD ST.
TEWANTIN
Date: Oct 22 Drawn TH Design
TH
Checked: Drg No. Rev
Sreorsn |! | ST 2B3-OW2.1)
10.06.16
Rex
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