Original source · versioned page text
SCG 31131-OPW-2022.05.19-Issue 2.pdf
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 — At
www. e777. com.au
OS DIAL1100
BEFORE YOU DIG
OPERA TIONAL WORKS FOR
RESIDENTIAL DE VELOPMEN /
LOTS 80/81 RP71151 & 1 RP1I30594
B9G-9G5 EUMUNDI NOOSA RL
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SHEET LIST
S1151-CS
51131-CN
511351-OW1.1
51151-OW2.1
511351-OW2.2
51151-OWS.1
511351-OW3.2
51151-OW3.3
51151-OW3.4
51131-OW4.1
31151—-OWS.1
51131-QW5.2
51151—-OWS.3
51151-SW1.1
51131-SW1.2
HEIGHT DATUM
Lot 1 on RP130594 & Lots 80 &
81 on RP71151
Level Datum AHD
Level Origin PSM115316, RL 3.593m
Survey information provided by Noosa
FEE
24
Cooloola Land Surveys Pty Ltd |
Drg No. 21215DET
a.
COVER SHEET
CONSTRUCTION NOTES
EXISTING SURVEY & SERVICES
SILT & SEDIMENT EROSION
SILT & SEDIMENT EROSION
EARTHWORKS PLAN
EARTHWORKS SECTIONS
BUILDING PADS
RETAINING WALLS
VEHICLE TURNING TEMPLATES
DRIVEWAY & ACCESS PLAN
DRIVEWAY LEVEL PLAN
DRIVEWAY JOINTING PLAN
STORM WATER MANAGEMENT PLAN
STORM WATER DETAILS
Revision Description
Issue:
FOR APPROVAL
DO NOT SCALE FROM THIS DRAWING
The design and a: fetails contained on this and associated
COVER SHEET
“39- 93 Eumundi Noosa Rd,
_NOOSAVIIE
Design
April 22 aw SR
. Checked:
“|S Richardson 31131 -CS
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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 — At
www.dialbeforeyoudig.com.au
SAY DIAL1100
yy BEFORE YOU DIG
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 IS 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.
6. ALL EXCAVATIONS ARE TO REMAIN DRY AND FREE OF ALL
LOOSE MATERIAL PRIOR TO THE PLACEMENT OF CONCRETE.
7. WHERE COMPACTED FILL IS NOTED ON THIS AND
ASSOCIATED PLANS, COMPACTION TO ACHIEVE 98% MINIMUM
DENSITY RATIO TO BE ACHIEVED FOR COHESIVE (CLAY) SOILS
AND 65% MINIMUM DENSITY INDEX FOR COHESIONLESS
(SANDY) SOILS. IN ACCORDANCE WITH AS3798-2007.
8. UNLESS NOTED OTHERWISE A MINIMUM BEARING CAPACITY
OF 100kPA SHOULD BE ACHIEVED WITHIN COMPLETED FILLING.
COMPACTION AND BEARING CAPACITY TEST RESULTS MUST BE
PRESENTED TO SCG CONSULTING ENGINEERS FOR APPROVAL
PRIOR TO WORKS PROCEEDING.
9. CHEMSET OR EPOXY BOLTING TO CONCRETE OR BLOCK
WORK MEMBERS NOMINATED ON THE ATTACHED PLANS ARE
TO UTILISE RAMSET CHEMSET INJECTION 800 SERIES OR
EQUALLY APPROVED. ALL WORK TO BE IN STRICT
ACCORDANCE WITH THE MANUFACTURERS REQUIREMENTS.
10. THE BUILDER MUST PROTECT ALL EXISTING NEIGHBOURING
STRUCTURES/BUILDINGS THROUGHOUT THE WORKS,
PARTICULARLY DURING EARTHWORKS. REFERENCE SHOULD BE
MADE TO OUR CRITICAL DEPTH LINE DIAGRAM OR SEEK
GUIDANCE DIRECTLY FROM THIS OFFICE
13. THE BUILDER MUST HAVE A B.A APPROVAL FOR THE
PROPOSED WORKS FROM EITHER A PRIVATE CERTIFIER OR
LOCAL COUNCIL BEFORE ANY SITE INSPECTION CAN BE
CARRIED OUT.
HYDRAULICS
1, HYDRAULIC SERVICES SHOWN ARE DIAGRAMATIC ONLY.
REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS OF
FIXTURES.
2. ALL SANITARY HYDRAULICS AND WATER RETICULATION
WITHIN THE ALLOTMENT BOUNDARY TO BE IN
ACCORDANCE WITH AS3500.
3. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS
OF AUTHORITIES HAVING JURISDICTION, AFTER OBTAINING
ALL NECESSARY PERMITS AND APPROVALS.
4. THE CONTRACTOR IS TO CONFIRM THE POSITION OF
ALL EXISTING SERVICES AS INDICATED ON THESE AND
ASSOCIATED PLANS PRIOR TO THE COMMENCING OF
WORK.
5. STORMWATER DRAINAGE PIPES SHALL BE CLASS SH
UPVC OR RUBBER RING JOINTED REINFORCED CONCRETE
PIPE LAID AT A MINIMUM GRADE OF 1 IN 100 U.N.O.
JOINS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH
THE MANUFACTURERS REQUIREMENTS.
6. SEWERS 100mm DIAM. UPVC U.N.O. AND LAID AT A
MINIMUM GRADE OF 1 IN 60.
11. CLEAN-OUTS, INSPECTION OPENINGS AND CLOSING
CAPS SITUATED IN VEHICULAR OR PEDESTRIAN
PAVEMENTS ARE TO BE FITTED WITH EITHER BRASS OR
CAST-IRON COVERS.
12. ALL IN-GROUND VALVES SHALL BE IN ACCORDANCE
IN APPROVED CONCRETE PATH BOXES.
13. ALL WASTE PIPES AND WATER SERVICES
PENETRATING SLABS TO BE WRAPPED IN AN APPROVED
FLEXIBLE JOINT JOINT WRAPPING.
14. THE TERM ’SERVICE’ REFERS TO THE MINIMUM
INTERNAL PIPE DIAMETER UNLESS NOTED OTHERWISE.
GENERAL FILLING NOTES
-THE SITE IS TO BE SCRAPED CLEAR OF ALL ORGANIC
MATERIAL AND DEBRIS.
—THE SUBGRADE IS TO BE ROLLED WITH A VIBRATING STEEL
DRUM ROLLER TO ACHIEVE A MINIMUM RELATIVE FIELD
DENSITY OF 98%. THE COMPACTION IS TO BE SUFFICIENT TO
ACHIEVE A BLOW COUNT OF 7 BLOWS PER 300mm WITH AN
APPROVED PERTH SAND PENETROMETER FOR A DEPTH OF
1.0m BELOW EXCAVATED LEVEL. COPIES OF COMPACTION TEST
RESULTS SHALL BE PRESENTED TO SCG CONSULTING
ENGINEERS FOR APPROVAL.
—UNLESS NOTED OTHERWISE A MINIMUM BEARING CAPACITY
OF 100kPa SHOULD BE ACHIEVED WITHIN COMPACTED FILLING.
COMPACTION & BEARING CAPACITY TEST RESULTS MUST BE
PRESENTED TO SCG CONSULTING ENGINEERS FOR APPROVAL
PRIOR TO WORKS PROCEEDING.
—THE FILL MATERIAL IS TO BE APPROVED MATERIAL
BORROWED FORM SITE OR IMPORTED CLEAN GRANULAR
MATERIAL (I.E. SAND TO A CLAYEY SAND IN ACCORDANCE
WITH AS1726) BE FREE OF ANY ORGANIC MATERIAL AND HAVE
A CLAY CONTENT OF LESS THAN 12% (PLASTICITY INDEX LESS
THAN 25%, LINEAR SHRINKAGE OF 15%). THE PROPOSED
MATERIAL IS TO BE INSPECTED BY SCG CONSULTING
ENGINEERS PRIOR TO ITS REMOVAL TO ENSURE ITS
COMPATIBILITY.
—THE FILL IS TO BE PLACED AND COMPACTED IN
ACCORDANCE WITH AS3798-1996 TO A LEVEL SUFFICIENT 10
ACHIEVE A LEVEL 1 CERTIFICATION WITH A MINIMUM RELATIVE
FIELD DENSITY OF 98%. (REFER PAVEMENT EARTHWORKS
NOTES FOR PAVEMENT AREAS). COPIES OF COMPACTION TEST
RESULTS SHALL BE PRESENTED TO SCG CONSULTING
ENGINEERS FOR APPROVAL.
FILLING AND COMPACTING ADJACENT EXISTING STRUCTURES
IS TO BE IN STRICT ACCORDANCE WITH THE ASSOCIATED
DETAILS AND SPECIFICATIONS.
—AREAS WHERE EXISTING STRUCTURES OR TREES ARE
REMOVED SHALL BE BACKFILLED WITH THE APPROVED FILL
MATERIAL COMPACTED IN ACCORDANCE WITH AS2870-1996 TO
ACHIEVE A MINIMUM RELATIVE FIELD DENSITY OF 987.
—ANY LOOSE OR SOFT MATERIAL UNCOVERED IN THE SITE
PREPARATION SHALL BE REMOVED AND REPLACED WITH THE
APPROVED FILL MATERIAL COMPACTED IN ACCORDANCE WITH
AS2870-1996 TO ACHIEVE A MINIMUM RELATIVE FIELD
DENSITY OF 98%.
—SITE DRAINAGE AND SILT PROTECTION MEASURES MUST BE
INSTALLED PRIOR TO CONSTRUCTION COMMENCING.
PAVEMENT EARTHWORKS NOTES
=THE PAVEMENT AREA IS TO BE SCRAPED CLEAR OF ALL
ORGANIC MATERIAL AND DEBRIS.
—ANY STOCKPILED SOILS MUST BE COVERED TO PROTECT
AGAINST WIND BLOWN OR STORMWATER RUNOFF OF SILT/FINES
FROM THE SITE.
—THE EXPOSED SURFACE MUST BE TESTED BY A
GEOTECHNICAL ENGINEER FOR SUB-GRADE ADEQUACY (min
CBR 5) .
—ANY AREAS REQUIRING FILLING TO THE UNDERSIDE OF
PAVEMENT SHOULD USE APPROVED STOCKPILED MATERIAL
FREE OF TOPSOIL/VEGETATION OR IMPORTED CLEAN
GRANULAR MATERIAL (I.E. SAND TO A CLAYEY SAND IN
ACCORDANCE WITH AS1726). ALL FILL IS TO BE FREE OF ANY
ORGANIC OR DELETERIOUS MATERIAL AND HAVE A CLAY
CONTENT OF LESS THAN 12% (PLASTICITY INDEX LESS THAN
15%, LINEAR SHRINKAGE OF 15%). THE PROPOSED MATERIAL 1S
TO BE INSPECTED BY SCG CONSULTING ENGINEERS PRIOR TO
ITS USE TO ENSURE ITS COMPATIBILITY.
—THE FILL IS TO BE PLACED AND COMPACTED IN MAX 150mm
THICK LAYERS ACCORDANCE WITH AS3798-2007 TO ACHIEVE
LEVEL 1 CERTIFICATION WITH A MINIMUM STANDARD DENSITY
RATIO OF 100% COPIES OF COMPACTION TEST RESULTS SHALL
BE PRESENTED TO SCG CONSULTING ENGINEERS FOR
APPROVAL PRIOR TO FURTHER PAVEMENT WORKS.
—THE PREPARED SUB-GRADE SHOULD BE PROOF ROLLED AND
ANY IDENTIFIED SOFT AREAS REMOVED AND BACKFILLED IN
ACCORDANCE WITH THE ABOVE SPECIFICATIONS
FILLING AND COMPACTING ADJACENT EXISTING STRUCTURES
IS TO BE IN STRICT ACCORDANCE WITH THE ASSOCIATED
DETAILS AND SPECIFICATIONS.
—AREAS WHERE EXISTING STRUCTURES OR TREES ARE
REMOVED SHOULD BE REMOVED AND BACKFILLED IN
ACCORDANCE WITH THE ABOVE SPECIFICATIONS
PAVEMENT BASE AND SUB-BASE MATERIAL SHALL BE
PLACED AND COMPACTED IN MAX 150mm THICK LAYERS IN
ACCORDANCE WITH AS3798-2007 TO ACHIEVE LEVEL 1
CERTIFICATION WITH A MINIMUM STANDARD DENSITY RATIO OF
100% COPIES OF COMPACTION TEST RESULTS SHALL BE
PRESENTED TO SCG CONSULTING ENGINEERS FOR APPROVAL
PRIOR TO PAVEMENT WORKS CONTINUING.
FOR AC PAVEMENTS THE COMPACTED BASE COURSES
SHOULD BE PROOF ROLLED WITH A FULL WATER TRUCK IN
THE PRESENCE OF THE DESIGN ENGINEER TO CONFIRM
ADEQUACY PRIOR TO AC PLACEMENT,
—SITE DRAINAGE AND SILT PROTECTION MEASURES MUST BE
INSTALLED PRIOR TO CONSTRUCTION COMMENCING.
FOOTPATHS AND DRIVEWAYS:
1. EXISTING FOOTPATHS TO BE SAW CUT PRIOR TO REMOVAL
2. MINIMUM CONCRETE THICKNESSES:
PAVEMENT (VEHICLES): 150mm U.N.O.
FOOTPATHS: 125mm _U.N.O.
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
CONCRETE :
1. ALL WORKMANSHIP AND MATERIALS SHALL COMPLY WITH AS3600 —
CONCRETE STRUCTURES
2. ADDITIVES INCLUDING FLY ASH CAN ONLY BE ADDED TO THE CONCRETE
UPON THE APPROVAL OF THE ENGINEER.
3, ALL CONCRETE SHALL BE NORMAL CLASS CONCRETE UNLESS NOTED
OTHERWISE. CONCRETE GRADES, MAXIMUM SLUMPS AND MAXIMUM
AGGREGATE SIZE ARE AS FOLLOWS;
FOOTINGS - 25MPa, MAX SLUMP 100mm & 20mm MAX. AGG. SIZE.
GROUND FLOOR SLABS 100-1507HK. - 32MPa, MAX. SLUMP 80mm &
20mm MAX. AGG. SIZE.
PAVEMENTS - 32MPa, MAX. SLUMP, 80mm & 20mm MAX. AGG. SIZE.
BLOCKWORK GROUT - N20, MAX. SLUMP, 100mm & 10mm MAX. AGG. SIZE.
4, ALL CONCRETE MEMBERS GREATER THAN 100mm IN THICKNESS MUST BE
MECHANICALLY VIBRATED.
5. INNO INSTANCE SHALL THE CONCRETE BE WETTED UP PRIOR TO OR
DURING PLACEMENT,
6. SLAB CONCRETE SHALL BE CURED FOR A MINIMUM OF SEVEN (7) DAYS
BY AN APPROVED METHOD. DETAILS AVAILABLE UPON REQUEST.
7. FORMWORK TO BE IN ACCORDANCE WITH AS3610. DESIGN AND
CERTIFICATION IS BY OTHERS AND MUST BE INSPECTED AND APPROVED BY
THE FORMWORK DESIGNER PRIOR TO THE PLACEMENT OF ANY CONCRETE,
8. FORMWORK STRIPPING AND BACK-PROPPING OF SUSPENDED FLOOR
SLABS TO THE APPROVAL OF THE ENGINEER.
REINFORCEMENT :
1. THE FOLLOWING MARKS ARE USED TO IDENTIFY THE VARIOUS
REINFORCING STEELS USED, GOVERNING STANDARD FOR USE ALSO LISTED;
TM — TRENCH MESH, min 450MPa (AS1304)
F — MESH/FABRIC, MIN. 450MPa (AS1304)
N - DEFORMED BAR, MIN. 500MPa (AS1302)
R - PLAIN BAR, MIN 250MPa (AS1302)
W — HARD DRAWN WIRE, MIN 450MPa (AS1303)
2. ALL REINFORCEMENT SHALL BE CHAIRED, TIED AND RESTRAINED IN THE
CORRECT LOCATION TO ENSURE NO MOVEMENT DURING CONCRETE
PLACEMENT. SLAB MESH CHAIRS AT 800mm CTRS. MAX. IN BOTH
DIRECTIONS.
3, MINIMUM COVER TO REINFORCEMENT IS AS FOLLOWS;
FOOTINGS & PIERS - 40mm ALL FACES
SLABS ON GROUND - 30mm TOP (INTERNAL SURFACES)
= 30mm BOTTOM (OVER POLY. DPM)
— 40mm (EXPOSED SURFACES).
SUSPENDED SLABS - 30mm (INTERNAL SURFACES).
— 40mm (EXPOSED SURFACES).
— 40mm (EXPOSED SURFACES).
= 30mm (INTERNAL SURFACES).
4, MINIMUM LAP LENGTHS ARE 225mm (ONE PANEL PLUS 25mm) FOR
SLAB MESH, 500mm FOR TRENCH MESH AND 40 TIMES THE BAR DIAMETER
OR 500mm WHICHEVER GREATER FOR REINFORCING BARS.
5, ALL EXPOSED STARTER BAR ENDS TO BE FITTED WITH PROTECTIVE END
CAPS UNTIL ENCASED IN CONCRETE
PAVEMENTS
STEELWORK :
1. ALL WORKMANSHIP INCLUDING FABRICATION AND ERECTION SHALL BE IN
ACCORDANCE WITH AS4100 & AS5131 WITH ALL MEMBERS AND SECTIONS
BEING NEW AND FREE OF RUST AND DAMAGE. ANY VARIATION TO THIS
MUST BE CONFIRMED IN WRITING BY THE ENGINEER PRIOR TO ANY WORK
COMMENCING.
2. UNLESS NOTED OTHERWISE THE CONSTRUCTION CATEGORY IS CC2 IN
ACCORDANCE WITH ASS131
3. ALL STEELWORK UNLESS NOTED OTHERWISE SHALL CLEANED OF RUST
AND MILL SCALE AND COATED WITH ONE COAT OF ROZP.
4. EXPOSED STEELWORK INCLUDING BOLTS SHOULD BE HOT DIPPED
GALVANIZED IN ACCORDANCE WITH AS4680 AS APPLICABLE.
5. ALL BOLTS UNLESS NOTED OTHERWISE SHALL BE GRADE 4.6/S
GALVANIZED (S-SNUG TIGHT IN ACCORDANCE WITH AS5131). WHERE GRADE
8.8/S ARE SPECIFIED ARE TO BE GALVANIZED AND IN ACCORDANCE WITH
AS1252.1 (S-SNUG TIGHT IN ACCORDANCE WITH AS5131)
6.TEMPORARY BRACING AND SUPPORT SHALL BE PROVIDED TO THE
STRUCTURE UNTIL ALL BOLTS ARE INSTALLED AND TIGHTENED AS SPECIFIED.
7. ALL STRUCTURAL STEEL MEMBERS TO CONFORM WITH THE FOLLOWING
AUSTRALIAN STANDARDS AND MINIMUM STRENGTHS GRADES (MPa);
SHS/RHS/CHS HOLLOW SECTIONS - AS1163, MIN GRADE C350LO
UB/UC/PFC/EA/UEA HOT ROLLED SECTIONS - AS3679, MIN GRADE
300
PLATE SECTIONS - AS3678, MIN GRADE 250
COLD FORMED PURLINS/GIRTS (C OR Z) - AS1397, MIN GRADE 450
8. ALL WELDING SHALL BE CARRIED OUT IN ACCORDANCE WITH ASS131.
ON-SITE WELDING IS NOT PERMITTED WITHOUT APPROVAL FROM THE
ENGINEER. UNLESS NOTED OTHERWISE ALL WELDS ARE TO BE 5.0mm
CONTINUOUS FILLET WELDS (C.F.W.).
9. ALL RESIDENTIAL CONSTRUCTION (CLASS 1) WELDS TO BE CATEGORY GP
UNLESS NOTED OTHERWISE. ALL INDUSTRIAL (CLASS 8) WELDS TO BE
CATEGORY SP UNLESS NOTED OTHERWISE. ALL OTHER WELDS NOT SPECIFIED
TO BE CATEGORY GP UNLESS NOTED OTHERWISE.
7. THE ENGINEER IS TO BE PROVIDED WITH STEELWORK SHOP DRAWINGS
FOR REVIEW AND COMMENT PRIOR TO FABRICATION.
REINFORCED BLOCKWORK :
1, ALL MATERIALS AND WORKMANSHIP TO BE IN ACCORDANCE WITH AS3700
1998.
2. MINIMUM MASONRY STRENGTH F'UC=15Mpa
3. MORTAR MIX 1: 1/2 : 5 (CEMENT: LIME: SAND)
4. ALL CORES TO BE CLEANED AND FREE OF ALL MORTAR FINS PRIOR 10
GROUTING VIA CLEAN-OUT BLOCKS AT THE BASE OF THE WALL.
5. MINIMUM GROUT STRENGTH fc=20MPa (300kg/m3 MIN. CEMENT) WITH A
MAXIMUM AGGREGATE SIZE OF 10mm. COMPACT GROUT DOWN FULL DEPTH
OF CORE WITH PLAIN ROD OR SIMILAR.
7. MINIMUM COVER TO REINFORCING is 20mm FROM INSIDE FACE OF BLOCK.
BARS TO BE ARRANGED AS SHOWN ON ASSOCIATED DETAILS.
8. WALLS TO BE WATERPROOFED WHERE INDICATED ON THE DRAWINGS.
WATERPROOF MEMBRANES INSTALLED IN STRICT ACCORDANCE WITH THE
MANUFACTURES REQUIREMENTS.
9. UNLESS NOTED OTHERWISE ALL WALL VERTICAL STARTER BARS ARE TO
BE CAST INTO THE SUPPORTING FOOTING OR FLOOR SLAB UNDER AS
APPLICABLE
10. ALL MASONRY WALLS DURING CONSTRUCTION TO BE TEMPORARY
BRACED OR OTHERWISE STABILISED AS NECESSARY TO RESIST WIND LOADS
OR LATERAL FORCES, IN ACCORDANCE WITH LOCAL AUTHORITIES WORK
PLACE HEALTH AND SAFETY GUIDE LINES.
BIO-RETENTION BED MAINTENANCE REQUIREMENTS
Vegetation plays a key role in maintaining the porosity of the filter media of
a bioretention basin and a strong healthy growth of vegetation is critical to
its performance. Therefore the most intensive period of maintenance is
during the plant establishment period (first two years) when weed removal
and replanting may be required.
Inflow systems and overflow pits require careful monitoring, as these can be
prone to scour and litter build up. Debris can block inlets or outlets and
can be unsightly, particularly in high visibility areas. Inspection and removal
of debris should be done regularly, and debris should be removed whenever
it is observed on a site. Where sediment forebays are adopted, regular
inspection of the forebay is required (3 monthly) with remove of
accumulated sediment undertaken as required.
For larger bioretention basins, it is essential that a maintenance access
point is designed for and
maintained in the bioretention basin. The size and complexity of the system
will guide its design and may involve provision of a reinforced concrete
ramp/ pad for truck or machinery access.
2005 Edition
Amended June 2007
Policy 11: Land Development Guidelines
Section 13.6 -Bioretention Basins
27 of 43
Typical maintenance of bioretention basin elements will involve:
* routine inspection of the bioretention basin profile to identify any areas of
obvious increased sediment deposition, scouring from storm flows, rill
erosion of the batters from lateral inflows,damage to the profile from
vehicles and clogging of the bioretention basin (evident by a ‘boggy’ filter
media surface);
* routine inspection of inflows systems, overflow pits and under—drains to
identify and clean any areas of scour, litter build up and blockages;
* removal of sediment where it is smothering the bioretention basin
vegetation;
« where a sediment forebay is adopted, removal of accumulated sediment;
* repairing any damage to the profile resulting from scour, rill erosion or
vehicle damage by replacement of appropriate fill (to match onsite soils)
and revegetating;
* tilling of the bioretention basin surface, or removal of the surface layer, if
there is evidence of clogging;
* regular watering/ irrigation of vegetation until plants are established and
actively growing;
* removal and management of invasive weeds (herbicides should not be
used);
* removal of plants that have died and replacement with plants of
equivalent size and species as detailed in the plant schedule;
* pruning to remove dead or diseased vegetation material and to stimulate
growth;
* vegetation pest monitoring and control.
Resetting (ie. complete reconstruction) of the bioretention basin will be
required if the system fails to drain adequately after tilling of the surface.
Maintenance should only occur after a reasonably rain free period when the
soil in the bioretention system is dry. Inspections are also recommended
following large storm events to check for scour and other damage.
All maintenance activities must be specified in a maintenance plan (and
associated maintenance
inspection forms) to be documented and submitted to Council as part of
the Development Approval
process. Maintenance personnel and asset managers will use this plan to
ensure the bioretention
basins continue to function as designed. An example operation and
maintenance inspection form is
included in the checking tools provided in Section 13.6.7. These forms must
be developed on a site
specific basis as the nature and configuration of bioretention basins varies
significantly.
For Detailed Maintenance Requirements & Scheduling Checklist refer to
"Water by Design - Maintaining Vegetated Stormwater Assets. 2009”
Revision | Description
Date
Iss
* 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.
C) S06
DEBUILD T/A
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
email:[email protected]
web:www.scg-engineers.com
ABN 40 098 481 899
Title:
CONSTRUCTION
NOTES
Project
89-93 Eumundi Noosa Rd,
NOOSAVILLE
Date: Apri 22 Drawn SR Design SR
. Checked: Drg No. Rev.
| Sketadson |) STST-CN |
Page 3
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]
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www.dialbeforeyoudig.com.au
SAY DIAL1100
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A 114.47 \ « ; 113.47 75 \ \ , 2 { et iN3.47 © 4
B alFrom Unity Water Recotds) (From Unity Water Records) aa S25 \ \ \ ie \ aN (From Unity Water Regords) AO BOTS
EXISTING SURVEY INFORMATION DOESNT INDICATE e \ CS my \ ” \ \ \ \ conte ee manhole is full WF water & NS
EXISTING WATER MAINS. UNITYWATER MAPPING \ ae s Mog \ ae? \ ‘ \ . , ‘
INDICATES A 300 DIAM. RISING MAIN PLUS 100 DIAM \ %S fy, \ \. Lot 81 (#91)
MAIN. CONTRACTOR 10 LOCATE AND PROTECT o \ TTT % eS) “oo 2, e Co RP71151
THROUGHOUT WORKS. < \ | Sheq | 5, © Ons .
led KAS ot 98
coe \ | | oe me an ~ . . \ *
‘ ~N oo — , fe «tras "8 , Fy Tom \ Ro
N oe By Pity ft nity :
~ \ SS °r eCOre, ter \ /
‘ \ © ) Iz os) EX. SMH wa 1
\ & 79°10°09” Ve {8:13
« \ * GA Sewer Man) ole
\ 71.933 \ ws ne .
+1038 et RP BOUNDARY ‘ \% we *
‘ ay . ° o o L
. \ %
\ \ \ 4 {
\ . \ / a 4 14.7m EXISTING
° \\ wey 4 INTER- ALLOTMENT
\ Y DRAINAGE
wo \ wr
\
‘ Note, to {ocate Manh XY \ \
, ® om Surtees? aS EXISTING SEWER MAIN WORKS REFER an S
\ ‘€ ™ \ BAX ENGINEERING FOR RELOCATION AND \ Lot 1 (#93)
\ € \ CONNECTION REQUIRMENTS /DETAILS Ng RP130594
\ \ \
Floor Level RL16.57
82
SP120~._
ALL SERVICES SHOWN ON THIS PLAN INDICATIVE
SITE PLAN — EXISTING SURVEY AND SERVICES PLAN ONLY. CONTRACTOR TO LOCATE AND POTHOLE
Scale 1: 200 ALL IMPACTED EXISTING SERVICES PRIOR 10
COMMENCING WORKS ON SITE. ALL SERVICES
ARE TO BE PROTECTED IN ACCORDANCE WITH
THE AUTHORITY RESPONSIBLE FOR THE SERVICE
Revision | Description Date
Issue:
LEGEND FOR APPROVAL
_--77 INDICATES EXISTING SURFACE CONTOURS DO NOT SCALE FROM THIS DRAWING
4g.077 AND LEVELS TO AHD. 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.
418.0 EXISTING SURFACE SPOT LEVELS.
email:[email protected]
web:www.scg-engineers.com
aN Unit 1/11 Project Ave,
Noosa Heads
—_—— E ——— INDICATES OVERHEAD ELECTRICITY SCG Ph (07) 5455 5604
SUPPLY LINE
DEBUILD T/A
INDICATES EXISTING SEWER LINE _e
KEY Title:
EX. SWPT EXISTING STORMWATER PIT EXISTING SURVEY PLAN
— w— INDICATES WATER MAIN APPROX RC. HW. REINFORCED CONCRETE HEADWALL
ALIGNMENT, BUILDER TO CONFIRM EXACT EX. SMH EXISTING SEWER MANHOLE
LOCATION PRIOR TO WORKS E.0.B. EXISTING EDGE OF BITUMEN Project
K &C EXISTING KERB & CHANNEL rojec
INDICATES TELSTRA LINE APPROX .
T es
ALIGNMENT, BUILDER TO CONFIRM EXACT NS.L NATURAL SURFACE LEVEL 89-93 Eumundi Noosa Rd,
LOCATION PRIOR TO WORKS FH FIRE HYDRANT
TP TELSTRA PIT NOOSAVILLE
EP. ELECTRICAL POWER POLE
— sw/ex——_ INDICATES STORMWATER DRAIN EXISTING KERB EXISTING KERBING Date: port 29 | PFT gp | Desion cp
0 3 4 6 8 10 Checked: Drg No. Rev.
hunt 1m 1:200 @ Al ppg 5835
1:400 @ A3 A S Richardson Jt | 3 -OW1 | .
Page 4
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 — At
www.dialbeforeyoudig.com.au
SAY DIAL1100
yy BEFORE YOU DIG
HEIGHT DATUM
Lot 1 on RP130594 & Lots 80 &
81 on RP71151
Level Datum AHD I
Level Origin PSM115316, RL 3.593m
Survey information provided by Noosa
Cooloola Land Surveys Pty Ltd |
Drg No. 21215DET
EXISTING CONDITION SURVEY
A PHOTOGRAPHIC SURVEY OF THE EXISTING KERB &
CHANNEL AND FOOTPATHS FRONTING THE SITE IS TO
BE COMPLETED AND ISSUED TO COUNCIL PRIOR 10
THE PRE-START WORKS MEETING WITH COUNCIL.
LEGEND
_--777 INDICATES EXISTING SURFACE CONTOURS
07 AND LEVELS TO AHD.
400 EXISTING SURFACE SPOT LEVELS.
— ——— INDICATES OVERHEAD ELECTRICITY
SUPPLY LINE
INDICATES EXISTING SEWER LINE
w———— INDICATES WATER MAIN APPROX
ALIGNMENT, BUILDER TO CONFIRM EXACT
LOCATION PRIOR TO WORKS
a INDICATES TELSTRA LINE APPROX
ALIGNMENT, BUILDER TO CONFIRM EXACT
LOCATION PRIOR TO WORKS
EXISTING SIDE ENTRY PIT
PROVIDE FILTER SOCK
SURROUND DURING SITE
BULK EARTHWORKS.
—— — — site
— SWALE —>
BUNDING TO DETAIL
i (.-0)
PARKING AREA FOR
INDICATES STORMWATER DRAIN EXISTING
AS NOTED
INDICATES DIRECTION OF SURFACE FLOWS
SILT RETENTION FENCE TO DETAIL
INDICATES ALIGNMENT OF SWALE AND
DIRECTION OF FLOW, REFER TYPICAL
SWALE DETAILS
INDICATES ALIGNMENT OF SOIL BUNDING
MOUNDS TO DETAIL. SITE FOREMAN TO
MAINTAIN BUNDS THROUGHOUT WORKS
INDICATES LOCATION OF COIR LOG CHECK
DAMS ACROSS DRAINAGE PATHS REFER
TYPICAL DETAIL
FOR-DELIVERY'S DURING
CONSTRUCTION. TYPICAL.
VISITORS AND WORKERS
a= BLOCKWORK WALLS FOR DETENTION CONSTRUCTED SEDIMENT
ae ZONE AND BIO-RETENTION BED BED TO DETAIL MIN 80m2
ee ear . CONSTRUCTED TO CREATE PLAN SIZE, OUTFLOW TO
Wes a SSS 22577 SILT/SEDIMENT SETTLEMENT BED TO EXISTING SITE DRAINAGE
a= x _ x 87 SERVE SITE THROUGHOUT GULLY PIT, REFER DRG
ae x CONSTRUCTION WORKS. PROVIDE GAPS QW2.2 FOR BED DETAILS
wad \ | | R| IN WALLS TO ALLOW SURFACE RUNOFF
\ INFLOWS INTO THE BED. REFER DRG
\ x a SW1.1/SW1.2 FOR DETAILS
x : SILT FENCES TO DIVERT
' \ FLOWS INTO CONSTRUCTED
MAINTAIN EXISTING SITE TURFED AREA FOR A SILT DETENTION BASIN.
\ \ BUFFER. PROVIDE MAXIMUM POSSIBLE WIDTH. PROVIDE
\* \ BARK CHIP REPLACEMENT FOR ANY EXPOSED SOIL AREAS.
\ \ PROVIDE SILT FENCE ACROSS THE UPSTREAM EDGE OF
- THE ZONE DURING THE CONSTRUCTION PHASE OF
BIO/DETENTION BED AND SILT/SEDIMENT BASIN
THE SILT FENCE ALONG THE NORTHERN \ _—— _ ‘ :
BOUNDARY TO BE COVERED WITH BUILDERS | —* —=SILT
‘ \
\ _ OSL
CREATE A VEHICLE PATH THROUGH ° . (c.-0) _
THE’ SITE FOR SONSTRUCTION ¢ ~— 5
VEHICLES, COVER YN CRUSHED ROCK = a ters
OR ROAD BASE =| SL. _- — —— 7 Y ~
TEMPORARY SWALE CONSTRUCTED TO
% DIVERT SURFACE FLOWS PRIOR TO
BUNDING TO DIVERT FLOWS
INTO CONSTRUCTED
DETENTION BASIN.
wwe ‘
$10 Sogu/eX—
(Ue
0% BUNDING CONSTRUCTION
“ee . \ ‘ swh73,976 sr
PROVIDE RUMBLE GRATES = \% . \ ) * :
DURING DEMOLITION & 6 \ J\
SITE BULK EARTHWORKS. \
ee *e \ \ Sows. Manhole ¢
+ o\ e
Sw \ . \ + A
= —— \ \ Yn
; SS \ , ‘
\ \ m
\. “® \. | SITE SILT & SEDIMENT MANAGEMENT — CONSTRUCTION PHASES
ar \ * h PHASE METHODOLOGY
xX oN . DEMOLITION — Provide silt fencing around existing SW pit in N.E. Cnr of site
a ‘ N\ \ 2 - Construct bunding along rear (eastern) boundaries as indicated on plan.
\ & ‘ an Lot 4 CHR Cover bunds in builders plastic to prevent scour/silt runoff
SS * \ \ ae130oy4 — Maintain the existing turfed area shown on the plan and provide
oN \ a additional silt fence upslope from the area.
: N \ F & — Install remaining silt fences as indicated on the plan.
SS N y NL — Rumble grates and no fines rock hardstand to be provided for all plant
> \ N A and equipment exiting the site.
* NS y ° NS ¥ — Cover all stockpiled soil with builder plastic
\ yY e \ S — Maintain existing swale adhjacent northern boundary and install coir log
\ * oy dams along its length
an \
N + > BIO/DETENTION/SILT | — Maintain all site measures implemented during the DEMOLITION phase.
. \ \ N _ a As CONSTRUCTION BASIN] - Fix and or improve any measures damaged or compromised during the
Y \ $ ~ — SILT aa DEMOLITION phase or past storm event.
SILT FENCING. AROUND S a i — | — Provide a clearly identified vehicle path through the site down to the
s ~~ s \L ee ~ construction work-face. Provide crushed rock/road base as a temporary
PARKING AREA ~ N > — SI ~~ / Xi pavement along these paths.
— Establish a clearly identified parking area within the site for workers and
visitors. This area should have crushed rock/road base surfacing and the
downslope areas surrounded by silt fencing.
EXISTING SITE DRAINAGE GULLY PIT PROVIDE
SILT BARRIER SURROUNDS DURING
CONSTRUCTION OF DETENTION BASIN
PLASTIC TO DIVERT ALL FLOWS TOWARDS AND | eT RETANNG WALLS. FULL INFLOW CAPACITY TO
INTO THE INTO CONSTRUCTED DETENTION BASIN. | oo 316 q(\— ene) WORKS
FENCE TO BE MAINTAINED THROUGHOUT 0! 282" = SI ER SL SIL
Vx 4910.00 — asic 0
CONSTRUCTION a — — eguunets Pl (c.-0)
lx & “i iy | WALE N) \ gWwALE oe
~ _ = ==SILF + ie FORMATION Wale > \\— 5 ( 489)
a . EXSING SEE Lot S61
xy ts | vd RP
+ NE 2
; _ a SILT : | oN \\ 2 S ff ey SLOTTED 150 DIAM PIPES
oe \ es | a: | Ly AT 1.5m CTRS WITH 225
RP ROUNDARY <T we) | _— SWAe (ao) \ il f? : DIAM MANIFOLD CONNECTING
= SN oer out wale \ PIPES TO EXISTING PIT,
— pLASTC 0 ( ie-A\ ~ \ a REFER DRG OW2.2 FOR BED
ne — (puuDers _— sw (cl-0) \ {f So a °
E> f . DETAILS
\ _—— swr 11 Field intet \ &
gWAE A7 é
80-120mm ROCK (NO FINES) . \ .
HARD STAND OVERLAY : \
MAINTENANCE OF SILT PROTECTION
SITE FOREMAN TO MAINTAIN ALL SILT AND SEDIMENT
PROTECTION MEASURES THROUGHOUT THE DURATION OF
PROJECT. ANY BREACHING OF THE PROTECTION MEASURES
MUST BE REMEDIATED IMMEDIATELY AND REPORTED TO THE
ENGINEER FOR CORRECTION MEASURES. SILT RUNOFF
PROTECTION IS TO BE MAINTAINED UNTIL SUCH POINT THAT
LANDSCAPING IS COMPLETED AND NOT SUSCEPTABLE TO
STORMWATER SCOUR.
DUST MOBILISATION FROM WIND ACTION
SITE CONTROL TO INCLUDE PROTECTION AGAINST THE
CARRIAGE OF SOIL SEDIMENT FROM WIND ACTIONS. SITE
FOREMAN TO COVER ALL STOCKPILES WITH HESION OR
SIMILIAR, PROVIDE SILT FENCING AROUND BASE OF STOCKPILES
SITE DRAINAGE — CONSTRUCTION
CONSTRUCTED STORM WATER PITS WITHIN THE SITE
ARE TO BE COVERED UNTIL THE SITE IS COMPLETED
OR TO BE FITTED WITH SILT PROTECTION MEASURES
TO THE APPROVAL OF THE ENGINEER
BULK EARTHWORKS | — Maintain all site measures implemented during the previous construction
phase.
— Fix and or improve any measures damaged or compromised during the
previous phase or past storm event.
— Provide all detailed items within the constructed Bio/Detention basin
which will act as the a Silt Basin during the earthworks and subsequent
construction phases.
— Ensure all site surface runoff is channeled through the Silt Basin. No
runoff from the site must be allowed to drain into neighbouring properties.
— Maintain bunding where required
— The Silt Basin will require continual management/maintenance during the
remaining construction works. Refer Silt Basin detail.
— Approved flocculating agent should be used for any silt laden volumes
of detained runoff within the Silt Basin.
— Stripped Areas awaiting earthworks should be tilled or bucket raked in a
direction parallel to the surface contours to slow/impede surface runoff
and promote infiltration
— Completed earthworks areas should be treated with an approved soil
binder material.
SITE PLAN _= SILT & SEDIMENT EROSION PLAN BUILDING WORKS — Maintain all site measures implemented during the previous construction
Scale 1: 200 phase.
cae — Fix and or improve any measures damaged or compromised during the
9 2 a 6 8 19.4:200 @ Al previous phase or past storm event.
1:400 @ AS — The Silt Basin will require continual management/maintenance during the
remaining construction works. Refer Silt Basin detail.
— All constructed SW pits within the site must be covered until connected
to drains which discharge in the Silt Basin. At which point the pits should
still be covered with a Geofabric blanket.
— All installed gutters should be fitted with temporary down pipes which
drain directly into constructed SW pits.
BIO-RETENTION BED | — The silt capture measures shall be removed from the Silt Basin for
preparation of Bio—retention basin.
— The Bio-retention basin shall be constructed in accordance with the
details contained within these drawings.
These measures are provided with reference to IEAUST Soil and Sediment Erosion Engineering
Guidelines for Queensland Construction Sites
A Revisions for Council RFI 19.05.22
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.
f Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
email:[email protected]
web:www.scg-engineers.com
ABN 40 098 481 299
DEBUILD T/A
Title:
SITE SILT AND SEDIMENT
CONTROL
Project
89-93 Eumundi Noosa Rd,
NOOSAVILLE
Date: Drawn Design
April 22 SR SR
Checked: Drg No. Rev.
| 9.55 | 31131 -OW2.1| A.
Page 5
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 — At
www.dialbeforeyoudig.com.au
SAY DIAL1100
yy BEFORE YOU DIG
900(W) GEO-FABRIC SILT FENCE,
FIXED TO SPIKES AND BURIED ——-
300 INTO STABLE GROUND.
SILT
IS TO
1200(L) 50 SQ. HDWD
SPIKES, 1800 CTRS DRIVE
600 INTO GROUND.
RETENTION
THE CONTRACTOR IS TO INSTALL APPROVED
SILT RETENTION FENCES PRIOR TO
COMMENCING ANY EARTHWORKS. THE FENCE
BE CONSTRUCTED ALONG THE
LOWEST BOUNDARY AND RETURNED UP SIDE
BOUNDARIES TO ENSURE FULL STORMWATER
ENTRAPMENT. SURFACE RUNOFF FROM
WITHIN THE ALLLOTMENT MUST DRAIN
TOWARDS THE FENCE AND SHALL NOT
ENTER NIEGHBOURING ALLOTMENTS
THROUGH THE USE OF SURFACE BUNDING
SILT FENCE DETAIL OR SCOUR PROTECTED DRAINS. THE FENCE
MUST
THAT
REMAIN IN PLACE UNTIL SUCH TIME
FINISHED LANDSCAPING AND
DRAINAGE MEASURES ARE INSTALLED.
EXISTING STORMWATER
INLET
PROVIDE SILT FENCE AROUND
INLET AS PER DETAIL ON THIS
SHEET.
PROTECTION OF EXISTING STORMWATER PITS
SILT/SEDIMENT BASIN MANAGEMENT
—The site foreman shall monitor and maintain the silt basin
throughout the works.
—Any trapped silt after storm events should be removed and the
protection measures maintained/reinstated to as built condition.
— The geofabric blanket should be removed and replaced after
substantial storm events.
— Trapped/detained silt laden stormwater can be flocculated with an
approved flocculating agent.
— Any breaching or overflow incidents should be reported immediately
to the Civil Engineer
RAISE EXISTING PIT INFLOW LEVEL
IF REQUIRED TO ACHIEVE
SETTLING DEPTHS, PROVIDE SILT
FENCE SURROUND
SLOTTED PIPES AS
NOTED ON PLAN, SINGLE
CONNECTION POINT T
EXISTING SW PIT
DETENTION BASIN
PERIMETER BLOCKWALLS
CONSTRUCTED FIRST TO
ESTABLISH THE
SEDIMENT BASIN
GEOFABRIC_BLANKET
A34 BIDIM NON-WOVEN
Flow Rate @ 100mm head : 165Lt/m?/s
Pore Size : 75 Microns
Inflow Capacity @ 80m? ; 1300Lt/s
(GEOF ABRICS.COM.AU)
BASIN OUTFLOW CAPACITY
Bidim Capacity @ 80m? ; 1300Lt/s
225¢ PIPE ; 50-60Lt/s
SEDIMENT SETTLING POND MIN 80m” PLAN AREA
20-40mm GRAVEL OVERLAYING THE SLOTTED
PIPES, OVERLAY GRAVEL WITH GEOFABRIC BLANKET,
EXTEND UP EDGE BERMS & PIN TO GROUND,
BUILDER TO REPLACE GEOFABRIC AND REMOVE
CAPTURED SILT AFTER STORM EVENTS OR AS
REQUIRED.
SEDIMENT
SETTLING ZONE.
PROVIDE GAPS IN BLOCK
WALLS TO ALLOW
INFLOW INTO BASIN
ones
OUTFLOW FROM PIPES
DIRECTED TOWARDS
EXISTING SWALE DRAIN
TYPICAL SECTION SILT/SEDIMENT BASIN
COIR LOGS STAKED ACROSS SWALE/DRAIN AND
EXTENDED BACK UP FLANKS TO RESTRICT FLOW
AROUND DAM EDGES. BUILDER TO ADJUST EXTENT
OR Ht OF DAM IF FLOW AROUND OCCURS. PROVIDE
LOOSE COBBLES ACROSS UPSTREAM EDGE OF LOG
TO AVOID UNDER FLOW
yyw
EXTEND BACK UP FLANKS ff ,
TO RESTRICT FLOW PROPOSED SWALE
AROUND DAM EDGES. voy OR TABLE DRAIN
COIR LOG CHECK DAM DETAIL
EXISTING SIDE ENTRY SILT FILTER SOCK TO
PIT OR SIMILIAR SURROUND GRATES AND
GRATED PIT SIDE ENTRY INTO PIT
KERB & CHANNEL
SILT FILTER SOCK DETAIL — STAND UP KERB
COMPACTED SOIL BUND TO
MINIMUM DIMENSIONS NOTED,
COVER IN BUILDERS PLASTIC
AND PIN SECURELY TO
GROUND
a
SURFACE BUNDING DETAIL
PROVIDE CHECK DAMS AS
1000mm MIN DETAILED
2
SY |
™——™ ON
“NNT [~~
TYPICAL SECTION CUTOFF SWALE
MAINTENANCE OF SILT PROTECTION
SITE FOREMAN TO MAINTAIN ALL SILT AND SEDIMENT PROTECTION
MEASURES THROUGHOUT THE DURATION OF THE PROJECT. ANY
BREACHING OF THE PROTECTION MEASURES MUST BE REMEDIATED
IMMEDIATELY AND REPORTED TO THE ENGINEER FOR CORRECTION
MEASURES. SILT RUNOFF PROTECTION IS TO BE MAINTAINED UNTIL
SUCH POINT THAT LANDSCAPING IS COMPLETED AND NOT
SUSCEPTABLE TO STORMWATER SCOUR.
DUST MOBILISATION FROM WIND ACTION
SITE CONTROL TO INCLUDE PROTECTION AGAINST THE CARRIAGE OF
SOIL SEDIMENT FROM WIND ACTIONS. SITE FOREMAN TO COVER ALL
STOCKPILES WITH HESION OR SIMILIAR, PROVIDE SILT FENCING
AROUND BASE OF STOCKPILES
SITE DRAINAGE — CONSTRUCTION
ENSURE GROUND PROFILE DURING CONSTRUCTION FALLS
TOWARDS THE CENTRE OF THE ALLOTMENT THEN TOWARDS
THE REAR BOUNDARY WHERE RUNOFF WILL DRAIN THROUGH
THE SILT POND & SILT FENCES. IN NO INSTANCE SHALL
THE ALLOTMENT DRAIN INTO NEIGHBOURING ALLOTMENTS.
SITE DRAINAGE — CONSTRUCTION
CONSTRUCTED STORM WATER PITS WITHIN THE SITE
ARE TO BE COVERED UNTIL THE SITE IS COMPLETED
OR TO BE FITTED WITH SILT PROTECTION MEASURES
TO THE APPROVAL OF THE ENGINEER
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.
aN Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
email:[email protected]
web:www.scg-engineers.com
ABN 40 098 481 299
DEBUILD T/A
Title:
SILT AND SEDIMENT
CONTROL MEASURES
89-93 Eumundi Noosa Rd,
NOOSAVILLE
Date: Apri 22 Drawn SR Design SR
1:200 @ AI §
nae F111 400 @ AS |S Rehodon |) | 01131 -OW2.2
Page 6
.2 6
15
WM
WM
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
THIS DRAWING AND ASSOCIATED DETAILS
MUST BE READ IN CONJUNCTION WITH THE
NOTES CONTAINED ON 31131-N
Date: Drawn Design
Checked: Drg No. Rev.
Rev. - 10.06.16
[OCR of page images]
DRAWING SIZE — Al
www.dialbeforeyoudig.com.au
DIAL1100
BEFORE YOU DIG
81 on RP71151
Level Datum AHD
Level Origin PSM115316,
Drg No. 2121SDET
HEIGHT DATUM
Lot 1 on RP130594 & Lots 80 &
Survey information provided by Noosa
Cooloola Land Surveys Pty Ltd | /
RL 3.593m
48.07
__ 30h +
418.0
RAMP. sx.
YD
S/EX
—— Sw/ex
RW ———
LEGEND
INDICATES PROPOSED SURFACE
CONTOURS AND LEVELS TO AHD.
INDICATES FINISHED SURFACE GRADE
EXISTING SURFACE SPOT LEVELS.
INDICATES DIRECTION OF RAMP UP OR
DOWN AS INDICATED
INDICATES DEPTH OF CUT (NEGATIVE) OR
FILL (POSITIVE) AS NOTED
INDICATES AREA OF FILL
INDICATES AREA OF CUT
INDICATES LOCATION OF SECTION
LINES, REFER DRG OW3.2 FOR DETAILS
INDICATES OVERHEAD ELECTRICITY
SUPPLY LINE
INDICATES EXISTING SEWER LINE
INDICATES WATER MAIN APPROX
ALIGNMENT, BUILDER TO CONFIRM EXACT
LOCATION PRIOR TO WORKS
INDICATES TELSTRA LINE APPROX
ALIGNMENT, BUILDER TO CONFIRM EXACT
LOCATION PRIOR TO WORKS
INDICATES STORMWATER DRAIN EXISTING
AS NOTED
INDICATES POSITION OF RETAINING WALL
DRG OW3.4 FOR DETAIL
CONTRACTOR TO PROTECT ALL EXISTING
NEIGHBOURING STRUCTURES FROM
UNDERMINING DURING CONSTRUCTION
REFER CRITICAL DEPTH LINE DIAGRAM DRG
OW3.4
SITE PLAN — BULK EARTHWORKS
Scale 1: 200
-0.702
REAR OF TOWNHOUSES UNITS SET AT EXISTING SURFACE
LEVEL WITH A FORMED ROCK LINED SWALE TO ALLOW FOR
OVERLAND FLOW TOWARDS BIO-RETENTION/DETENTION
BASIN. PROVIDE UPSTAND TIMBER SLEEPER WALL ALONG
BOUNDARY TO RETAIN OVERLAND FLOWS WITHIN SITE
REFER SECTION B-B
BLOCKWORK RETAINING WALL SURROUNDING
BIO-RETENTION BED TO CREATE STORMWATER
DETENTION REFER STORMWATER DRAINAGE
PLANS, CONSTRUCT FIRST PRIOR TO
CONSTRUCTION COMMENCING ACROSS SITE TO
ESTABLISH SEDIMENT BASIN
| NLA IN y
a 2 Q | /
x x | x x Ԥ
oe ea we ft ‘ ,38'10'00” 95.916 2 oe Ra ——— _%
__ = “4 6 ‘ 388" | — et po __ Be __ we C ft
—— RW _—— RW 0.807 ey —_/pw —_ ae | -0.723 ¢
0.176 : 0.400 1.250 | =0.149 = 0.696 ¢
0.369 } 0.263 0.214 ;
~ 0.525 0.933 0.774
\ -—— _
0.482 1.429
TF 1.140
| = =
<i) 0.006) 28 -0.078 0,649 ao) 708 07 -0.120 0.223
0.151 0.950 0.932 -1.116 ;
0.014 WO) py
0.148 -0.200 0.249 =k LOT { 00
=0.183 =0.114 3 | RP106085
0.053 0.988 |
0.450 \ |
— 0.520 = 0.431 |
0.277 0.535 0.188 0.682
lc Ne F 13.13 7 XE 59°70 35" a a = -—
| SW/EX rE sw/er. 23.976 SW/EX SW/EX ‘SW/EX
0.837 BLOCKWORK FENCE ALONG
0.275 REAR BOUNDARY FOR
STORMWATER DIVERSION
0.981 -0.187 TOWARD DETENTION BASIN,
ae 0146 REFER SECTION C-C FOR
~ DETAILS.
0.690
0.520
0.142 —0.655
-0.764 -0.331 0,892
-0.155) (p98 -0.497 0.257
FINISHED SURFACE LEVELS
ALONG SIDE BOUNDARY TO
FALL TOWARDS DRIVEWAY
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
SLAB AS DETAILED
IN STRUCTURAL
DOCUMENTS
FFL AS
vw NOMINATED.
4
a
FPL AS
NOMINATED.
: TK. FOOTING AS
DETAILED IN
STRUCTURAL
DOCUMENTS
( wr LEVELS DIAGRAM
TYPICAL SECTION
RETAINING WALL AT EDGE OF UNIT TERRACE
AREA SET IN FROM REAR BOUNDARY,
MAINTAIN EXISTING SURFACE LEVELS
BETWEEN WALL AND BOUNDARY, REFER DRG
OW3.4 FOR WALL TYPE
THIS DRAWING AND ASSOCIATED DETAILS
MUST BE READ IN CONJUNCTION WITH THE
NOTES CONTAINED ON 31131-N
Annant—1_p>——7_'"m1:200 © At
1:400 @ A3
KE
EX. SWPT EXISTING STORMWATER PIT
EX. RCHW REINFORCED CONCRETE HEADWALL
EX. SMH EXISTING SEWER MANHOLE
EX. SCP EXISTING SEWER CONNECTION POINT
£.0.B. EXISTING EDGE OF BITUMEN
K&Cc EXISTING KERB & CHANNEL
N.S.L. NATURAL SURFACE LEVEL
FH. FIRE HYDRANT
TP TELSTRA PIT
EP. ELECTRICAL POWER POLE/PILLAR
TS. TRAFFIC OR STREET SIGNAGE
WM. WATER METER
KERB EXISTING KERBING
BLOCKWORK FENCE /BASIN
RETAINING ALONG REAR
BOUNDARY FOR DETENTION
BASIN WITHIN SUBJECT SITE,
REFER SECTION D-D FOR
DETAILS.
A Revisions for Council RFI 19.05.22
Revision | Description Date
Iss\
* 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.
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
email:[email protected]
web:www.scg-engineers.com
‘ABN 40 098 481 699
ENGINEERS
DEBUILD T/A
Title:
BULK EARTHWORKS
89-93 Eumundi Noosa Rd,
NOOSAVILLE
Date: Apri 29 Drawn SR Design SR
Checked:
RPEQ 5835
S Richardson
Rev. - 10.06.16
31131 -OW3.1) A.
Page 7
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
THIS DRAWING AND ASSOCIATED DETAILS
MUST BE READ IN CONJUNCTION WITH THE
NOTES CONTAINED ON 31131-N
Date: Drawn Design
Checked: Drg No. Rev.
Rev. - 10.06.16
[OCR of page images]
DRAWING SIZE — At
KEY
EX. SWPT EXISTING STORMWATER PIT
i i EX. RCHW REINFORCED CONCRETE HEADWALL
www.dialbeforeyoudig.com.au EX SMH. EXISTING SEWER MANHOLE
EX. SCP — EXISTING SEWER CONNECTION POINT
E.0.B. EXISTING EDGE OF BITUMEN
K&C EXISTING KERB & CHANNEL
N.S.L. NATURAL SURFACE LEVEL
BEFORE YOU DIG 20.007 — 20.00 FH. FIRE HYDRANT
TP TELSTRA PIT
| EP. ELECTRICAL POWER POLE/PILLAR
Pe ERG RRND “ TS TRAFFIC OR STREET SIGNAGE
Was c WM. WATER METER
5000-4 ] ——— eee 15.000 KERB EXISTING KERBING
‘ eS ,
12.5004+ 12.500
10.00 —= —— — 10.00
. . . — > ~s a s+ = lO oO wo co Oo mD é~ ss N co TE = ~s — co st ~~ oO N N
Elevation — Existing : S Ss Ss &€§ 8S &€§ =F = 2 JF JF F BF F 8s F GF Ff Fg ss 2 3 sg gs 5 FF SF FF 8 SF Sg
oO oO Ww Ww uw uw wD wD ~ N > Oo co) Oo oa oO s+ N wo WwW wo wo wo wD
Proposed Elev. : s gs gf FJ gs Ff s JF Fg Ff F F JF F F BF GF Ff fF F BF Fy? eyys Fy Fs =F Ff =
o s+ m9 st = a wo oO 9 = Ww aD a co > nm = CoO sD —
cut-Fildetts: [ [| § f= J § § § 2 F 2 2 F Fs gfe gq ys se 2 ys 2 qf fs g Fs
-- + ee eS = SS el
15,000-4-— ff ae ae 15.000
LL SS = ey
12.5005 Se BIO/DETENTION BED 12.500
Elevation — Existing : 4 so gd s gs 3 § gs 8g as & BF BF FF BF BF gs a 3 23 3 F FJ = JF FB B&B BF 8s As JF F JF {GF | FJ 2 | J =
> > co 9 ~ wo oO oO a a a> wo co N ™~ _ N QS wo wo wo co N aD D> Oo > co N Oo Oo
Proposed Elev. : 3 3 2 4 og F sg ss JF F gs es gy FF es gs Fy FJ F fF F fF FS FF SF F BS Ss Ss F F Gg FJ F JF Js GF BF gg s
: . N 4 a g 2 8 5 = = g = eS g eS 8 Ss Ss S 3s S ~ a x oO we 8 nD S S N 2 wo ~ Lo = Q N = ~ eo S
Cut — Fill Depths : 7 oF oF 6 U6 UF UU UO eS Ss OS Gs OS Ue Sl} Uc lc GS Ut SO
SECTION X2 / Ch-29.15
15.000-4 SS. 15.000
12.5004 ates a i — 12.500
ee BIO/DETENTION BED
Elevation - Existing: BS 8 stlhUSelhUlhUmlUclUDBlLUDSDLUCUMBCCU MOS a SF § SF FF BF Fs BF gy FF JF BF aA F BF e« F F F GF F F F FF YF
evation XISUNg : Bo sf SB SO Ct J ~~ SF FF SF F F F SF F FF BF Ff FF g HF SAS JF SF BF JF SF F Fg SF Gg Ss
p d Elev. : eS ae 7 2g gf S 2 F a BF F SBF sv BS BZ Fs vo FB B Bs _Ta#? as «agsa#gxuza#s:s sFs«y¥ga gsi a B 8
roposed Liev. : a J os ss wo Fy oF gs BF sg =F F FJ FY SF AF SF oF Fs Ff SF oF gt fF 5S Fg Fg JF JF Fg F Fs F BF
. — — — — nm ao nO ~~ N
Cut — Fill Depths : Bs} 8 sg a sf ctl hvclUctlUmwSlhLUmrhlUCUcllCUcrwlC Dl rl CUccdlCUcwvlUCrcrl Cc wllCcwwlUCUcrwlUCUcWwllUCUc ll Cc tlCUcrwlCchl Cc rVmVlCUcrlhl Cc rwlhCUCcrwklhUcwlUcwv CUD BC OBS
. Ss S S Ss S Ss S Ss Ss S Ss S Ss Ss Ss Ss S Ss Ss S So S Ss S Ss - Ss Ss S — — ° ? 7 T Sc
SECTION X3._/ Ch-40.12
A BINS MOVED TO FRONT OF SITE 22.02.22
Revision Description Date
“FOR APPROVAL
LEGEND
DO NOT SCALE FROM THIS DRAWING
The design and associated details contained on this and associated
INDICATES AREA OF FILL drawings are copyright and are not to be used or reproduced without
the written permission of SCG Consulting Engineers.
INDICATES AREA OF CUT
email:[email protected]
web:www.scg-engineers.com
AABN 40 098 481 899
~ Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
DEBUILD T/A
Title:
EARTHWORKS SECTIONS
Project
THIS DRAWING AND ASSOCIATED DETAILS .
MUST BE READ IN CONJUNCTION WITH THE 89-93 Eumundi Noosa Rd,
NOTES CONTAINED ON 31131-N NOOSAVILLE
Date: Drawn Design
April 22 SR SR
Checked: Drg No. Rev.
Srchordsn | | OTTS1-OW3.2)
Rev, - 10.06.16
Page 8
.2 6
15
WM
WM
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
THIS DRAWING AND ASSOCIATED DETAILS
MUST BE READ IN CONJUNCTION WITH THE
NOTES CONTAINED ON 31131-N
Date: Drawn Design
Checked: Drg No. Rev.
Rev. - 10.06.16
[OCR of page images]
DRAWING SIZE — Al
KE
EX. SWPT EXISTING STORMWATER PIT
www.di ; EX. RCHW REINFORCED CONCRETE HEADWALL
.dialbeforeyoudig.com.au EX. SMH EXISTING SEWER MANHOLE
EX. SCP EXISTING SEWER CONNECTION POINT
E.0.B. EXISTING EDGE OF BITUMEN
K &C EXISTING KERB & CHANNEL
N.S.L. NATURAL SURFACE LEVEL
BEFORE YOU DIG FH. FIRE HYDRANT
TP TELSTRA PIT
EP. ELECTRICAL POWER POLE/PILLAR
TS. TRAFFIC OR STREET SIGNAGE
WM. WATER METER
| J | KERB EXISTING KERBING
e
r |
HEIGHT DATUM LZ Mette RP'
Lot 1 on RP130594 & Lots 80 & x x x be x
81 on RP71151 ” we we wi 79'10'00" 95.916 2 ae eo
Level Datum AHD II] nh? SRW RW RW ——RW ——RW — ya]
Level Origin PSM115316, RL 3.593m wy ev Rw ——RW = , 2 ww RW RM RW ——RW ——RW ——RW ——RW ——R'
Survey information provided by Noosa Ty | s 2
Cooloola Land Surveys Pty Ltd L 4 2 |
Drg No. 21215DET F z= &
| | ew 2
RW — RW
2 2 2 |
; | | 2 Ile
2 Hil
i= be
F | oi |
| ee
! LS !
= wt beet ; 10°08” |
<=. — a1 1
S/EX S/EX S7EX S7EX S7EX S7TEX S7EX S7EX STE SV/EX S/EX [ SXKX DJ S/EX S/EX s/A 6 \
z Uf, ee
= =m | lo
3 /- gg Z ’ LOT 100
NX g |
x 5 g J RP106085
RW —— RW —— RW
RW ——RW —— RW — RW RW —— RW —=-RW —RW —
TO
SW/EX sw/er. SW,
EMT EE 97.
e 6:imm_ MIN 25.78
| K
he —
. 1m MIN |
n |
|
oe IS i
my
a 259" 1 Ryo5"_ 84-963. el ‘ “ =I %
(Tx “| OE
SITE PLAN — BUILDING PAD LEVELS
Seale 1: 200 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
LEGEND Revision Dezoription Date
ee Issue:
_---7 INDICATES PROPOSED SURFACE E INDICATES OVERHEAD ELECTRICITY SLAB AS DETAILED
4307 CONTOURS AND LEVELS TO AHD. SUPPLY LINE pv FOR APPROVAL
IN STRUCTURAL
DOCUMENTS
5.0% > INDICATES FINISHED SURFACE GRADE S/EX INDICATES EXISTING SEWER LINE FFL AS DO NOT SCALE FROM THIS DRAWING
vw NOMINATED. The design and associated details contained on this and associated
0 EXISTING SURFACE SPOT LEVELS Ss INDICATES SEWER LINE PROPOSED AS . drawings are Copyright and are not to be used or reproduced without
+\8- . NOTED MIN 1 IN 60 FALL UNLESS NOTED . oy ay the written permission of SCG Consulting Engineers.
OTHERWISE Pee
RAMP. INDICATES DIRECTION OF RAMP UP OR Day a Unit 1/11 Project Ave,
aE DOWN AS INDICATED ——_ w——_. INDICATES WATER MAIN APPROX > SOG ph (07) 5458 4604
ALIGNMENT, BUILDER TO CONFIRM EXACT < | 1 (07
(0.750) INDICATES DEPTH OF CUT (NEGATIVE) OR LOCATION PRIOR TO WORKS “ FPL AS 3 L F | consurting §— [email protected]
FILL (POSITIVE) AS NOTED | NOMINATED. i ENGINEENS — Webtwww.seg-engineers.com
> INDICATES TELSTRA LINE APPROX 4 va
ALIGNMENT, BUILDER TO CONFIRM EXACT . itle:
INDICATES AREA OF FILL LOCATION PRIOR TO WORKS BUILDING PAD
i’
INDICATES AREA OF CUT sw INDICATES STORMWATER DRAIN PROPOSED TT TK FOOTING AS EARTHWORKS LEVELS
AS NOTED MIN 1 IN 100 FALL UNLESS DETAILED IN
b (ew-29 A INDICATES LOCATION OF SECTION LINES NOTED OTHERWISE STRUCTURAL Project
———-— DOCUMENTS THIS DRAWING AND ASSOCIATED DETAILS .
— sw/ex —_—___ INDICATES STORMWATER DRAIN EXISTING MUST BE READ IN CONJUNCTION WITH THE 89-93 Eumundi Noosa Rd,
AS NOTED C ‘ FINISHED LEVELS DIAGRAM NOTES CONTAINED ON 31131-N NOOSAVILLE
INDICATES POSITION OF RETAINING WALL TYPICAL SECTION -
RW DRG OW3.4 FOR DETAIL Date por 27 | DEM gg | Desion ce
Checked: Drg No. Rev,
0 2 4 6 8 10
: 3 Q 5835
1:400 © A3 3 S Richardson 3113) -OW3.3 °
Page 9
.26
15
WM
WM
THIS DRAWING AND ASSOCIATED DETAILS
MUST BE READ IN CONJUNCTION WITH THE
NOTES CONTAINED ON 31131-N
Issue:
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
DEBUILD T/A
email:[email protected]
web:www.scg-engineers.com
1.73 ABN 40 098 481 899
1.
Title:
Project
Date: Drawn Design
Checked: Drg No. Rev.
Rev. - 10.06.16
[OCR of page images]
DRAWING SIZE — At
KEY
EX. SWPT EXISTING STORMWATER PIT
i i EX. RCHW REINFORCED CONCRETE HEADWALL
www.dialbeforeyoudig.com.au EX SMH. EXISTING SEWER MANHOLE
EX. SCP EXISTING SEWER CONNECTION POINT
» Lon E.0.B. EXISTING EDGE OF BITUMEN
. K & C EXISTING KERB & CHANNEL
ff N.S.L. NATURAL SURFACE LEVEL
" BEFORE YOU DIG / FH FIRE HYDRANT
/ TP TELSTRA PIT
EP. ELECTRICAL POWER POLE/PILLAR
/ TS. TRAFFIC OR STREET SIGNAGE
Ar / ttl f. RP} WM, WATER METER
iB | 7 / KERB EXISTING KERBING
x y
HEIGHT DATUM ! Lx ee ’ _ xk f
Lot 1 on RP130594 & Lots 80 & ; - - mae — — = 3 yy
ot 1 on ots _ - — — — a —— x
aw pws ew aw ew a ? _(BLD) y
81 on RP71151 (BLD | BLD LD \ 2 (BLD) RW _—— RW —~ RW w !—— Rw —— Rw
Level Datum AHD on — =" / (81) | rw —eABLD) | an TI |
Level Origin PSM115316, RL 3.593m ~ ( / I | | ; i2
Survey information provided by Noosa ~ @ Wi F 2 z \ r i (
Cooloola Land Surveys Pty Ltd ~ | A Wy i | | ( / Doro AL. ' (BLD) = av ~
Drq No. 21215DET a Y Y Y Y, Dey inlet vA z < U “ \ . LLTETIET \
| THOT Yo THI02 THI03 Y TH104 | | ~ qHa0N ‘ TH202 1H203 \ sH204 \ l
sa] FFL: 15.900 FFL: 15.500 FFL: 15.500 FFL: 15.050 it 2 2 FrL-44.000 ~ FFL:13.400 FFL: 13.400 AFL: 12.600 \ eh
. : : . : 2434. C - 7 12. Se
Hing! FPL: 15.750 FPL:15.550.7s FPL: 19.590 » FPL: 14.90 \ 1 Wh ppey3.geg 7 FPL:13.250 | FPL:15.250 FPM 12 450 a
iii c= UW, wy a TPL Tox ON uN \
Pover ffi ot YL, M4 \ \ 4 LALA hg | 4)
2 Y, No» \ Ys OP ™
SS rpoos\ LZ Z \ VA [
a — J r Tf QB 912 A 4 ON, (7 Zz {I
\ [ ‘ J | \
\ \ z —_____ :
\ \ Y Z \ \ z LOT 100
5 * \ \
\ \ e \ \ \ \ RP106085
\ \ \ NX. \ \ \ 4
. —{BL0} (BLK), (Bip) jp ~~ (SEP). “>~ * \
VLLLLL SL NO Cw \ meee ys ] RY . ~—~K—_] SS
; ~ \ \g : D 4 i og \ |
. TH501 yao = ; 3 \ L
. N 7 We a \ “ae % THR01 é \ fo |e |
FFL: 16.600 \ ~~ FFL:16.300 \| PEELS. . | > -\ |
FPL: 16.450 \ FPL:16.150 8 PELs 19.000 | al--Fo7] _HBLK) \ &
yy \ oiokfli'6. FPL: 14.850 jl < Z z
% \ ANSI . hen RW RW eR S a TIMBER PALING FENCE
fy SS \ M4 ZA FN Z; a Sw/ex ——— sw ek ow ex sw/ex a BUILT OFF BLOCK WALL
_ THS02 ~. \ nao? \ | \ 6.1m MIN \ Jo J | * % “
y FFL16.450 < \ FFI-16.450 a} TH302 Sl alia x L
~ FPL16.300 PX el Oy \ FFL:15.000 4 2 i/nta oP
Z im FPL:16.300 —_ FPL:14.850 en ki oom COVE
Se * T 2 \ ¢ o 2 \\ Aon
Tt nN \ S - \ a | ly
Z < “a | CLL. a | | VLASLLSS SSL, \ = x OY yl 190 BLOCK - CORE PROMDE FULL HT.
~ a \ ( . / -
APTSO3,, y | | V7 A TH403 11303» \ 4 2 99 ra x ve eas 00m Ho if MOVEMENT JOINTS AT
FFL:16600 . FFL 16.450 7 \ ZB o09 4 a SP106085 LOT 99 Z . sa a ston. =) [buen
FPL: 16.450 . £PL: 16.300 | p18 80 le \pohaeogs \ NL CORES CLEARED = a
|! ia \ 7 \ ale \ le \ BEFORE POUR VIA ©) gaaund 1E
| \ JL, | Y JL, INE \ \ x CLEAN-OUT BLOCKS. i {TP aS
I } e \ \
CASALL | LL, a\| L. yj t 4 a x - K >S
| \ TH404 \ ‘ \ y \ . \ i \ \ AX GROUND LE 1
, . S ( \ ’ x OTN S
Fr Up | \ FFL:16.450_ | . ) - \ JH304 \ | / \ “ FINISHED GROUND LEVEL SET 10
FFL: 16.700 T k viet q Z 1 . 3 =z |. ACHIEVE OVERLAND FLOW INTO
FPL: 16.550 N \ FPL: 16.300 4, RL: 15.000 J | & THE BIO/DETENTION BASIN, MAX
— Lo \ ° / : L 2 RETAINED HT OF 600mm
Yt on \ Af FPL 4.850 o , I 5
N (SLP) ~~ (BLD) _ \ [eH ae
aw 259135" _ 84-963 py > ~ —— aw I ~-
The 24 —— $i 7 a= Bl 7 EW SS AW = BB -— 4LI1TM TOP & BOTTOM
. . (SLP) ° x R6 LIGS AT 900 CTRS
oe _ as “t . — — A x 450 Min CONCRETE COVER 70mm
CONTRACTOR TO PROTECT ALL EXISTING
CONTRACTOR 10 PROTECT ALL EXISTING NEIGHBOURING STRUCTURES FROM (ct \ BLOCK BOUNDARY WALL
NEIGHBOURING STRUCTURES FROM UNDERMINING DURING CONSTRUCTION \Qw3.1/ TYPICAL SECTION
UNDERMINING DURING CONSTRUCTION REFER CRITICAL DEPTH LINE DIAGRAM DRG
REFER CRITICAL DEPTH LINE DIAGRAM DRG OW3.4
ALL SERVICES SHOWN ON THIS PLAN INDICATIVE >
aE PLAN _ SHE RETAINING WALL PLAN ONLY CONTRACTOR TO LOCATE ALL SERVICES =
cale 1: PRIOR TO COMMENCING WORKS ON SITE. ALL 5
SERVICES ARE TO BE PROTECTED IN 3
HAND RAIL WHERE ° TIMBER PALING FENCE
RESPONSIBLE FOR HE SRMCE RETAINED HT EXCEEDS 1.0m =; | BUILT OFF BLOCK WALL MUST READ Ne ONTO Wind tic
HAND RAIL WHERE NATURAL GROUND NOTES CONTAINED ON 31131-N
RETAINED HT EXCEEDS 1.0m
WATERPROOF WALL.
1/N12 TP =3=§ ‘ =
EXISTING STRUCTURE /DWELLING no LENE! S
INCLUDING NEIGHBOURING 7mm COVER _— 190 HOLLOW BLOCK - = NATURAL GROUND WTR Tar Gnu RA 0s
LEGEND ALLOTMENTS if GROUT FILLED CORE N20 H < 1500 N12-400 V & H S 1 H < 1500 N12-400 V & H L evistons tor wounc >.
— 190 BLOCK — CORE COMPACTED CONCRETE. H < 2000 N16-400 V & H S H < 2000 N16-400 V & H & Revision | Description Date
_--7 INDICATES PROPOSED SURFACE THE BUILDER/CONTRACTOR ue BRS 0a nT P MOVEMENT JOINTS AT Bs = Issue:
eo SHALL CONFIRM ALL ~ ©
48.0 CONTOURS AND LEVELS TO AHD. RELEVANT LEVELS PRIOR TO 32Mpa GROUT z 8.0M CIRS. BACKIAL WR a DE xs 190 HOLLOW BLOCK - FINISHED GROUND BIO-RETENTION z FOR APPROVAL
COMMENCING WORKS. ALL CORES CLEARED x|= 70 OUT = GROUT FILLED CORE N20 D7 | BED/DETENTION BASIN |
5.0% > INDICATES FINISHED SURFACE GRADE frond / BEFORE POUR IA L CONPACTED CONCRETE. aw e DO NOT SCALE FROM THIS DRAWING
pad Tevel CLEAN-OUT BLOCKS. P ~~ ; S35 = The design and associated details contained on this and associated
+180 EXISTING SURFACE SPOT LEVELS. Ke, NSHBLE 4 |__Tals FOOTING WIHOUT 118 ALL CORES CLEANED SL62 MESH TOP 40 ALL CORES CLEANED SS _Si62 MESH Top 40 ; the ether paces of SCP Conadthe Etec em amt
THIS FOOTING IS FOUNDED qe PIERS IS FOUNDED —_——_ 1200 | 800 OF DEBRIS AND COVER. OF DEBRIS AND ae [on -
ABOVE CRITICAL DEPTH MORTAR FINS VIA MORTAR FINS VA ——"F}] PCF
mews me one en gett | see tt “ve 8 | otra iat FOWANIES | une zo osan—— TIES = anata
7S 2 ——— PRIOR TO POUR. |____ LONGITUDINAL BARS PRIOR TO POUR. 4a |____ LONGITUDINAL BARS
& a 4 N12—400 z 4 N12-400 < cru Sins seine com
INDICATES POSITION OF RETAINING WALL TO LINE OF PROPOSED B\2 * | * j Z es web:www.scg-engineers.com
RW FUTURE DETAIL, WALL TYPE AS NOTED PIERS OR UNDERPINNING FOUNDED 3 —— EXCAVATION OR TRENCH. 15 KX 200 THK HEEL = _ = tT 3 webww.scg
BELOW THE CRITICAL DEPTH LINE SI 2 | N12-400 EW a; H < 1500 ~ N12-400 a; H < 1500 ~ N12-400 8
en - Pe ORE BLAH AK WOULD BE NEEDED TO SUPPORT = S H < 2000 ~Né-400 | H | B | OD < H < 2000 ~ nié-400 | H | B | OD Title:
- ANY FOOTING THAT IS FOUNDED
BY SPECIALIST SUPPLIER ABOVE THE CRITICAL DEPTH UNE. Horizonte! 30 DegfeeSNf ALINTM TOP. & BOTTOM ° SN (WAX) (MIN) (MIN) 2 a (WAX) (MIN) J (WIN) SITE RETAINING WALLS
(810) - BUILDING REFER “ R6 LIGS AT 900 CTRS RENCH MESH 3L117M 1200 | 800 | 250 RENCH MESH 3L11TM 1200 | 00 | 250
NOTE: 450 B Win CONCRETE COVER 70mm 300 _| TOP & BOTTOM OR 1600 | tto0 | 350 300, | [OF & BOTTOM OR
STRUCTURAL DESIGN THIS DETAIL ALSO APPLIES TO EXISTING FOUNDATIONS EQUIVALENT. EQUIVALENT.
ON NEIGHBOURING PROPERTIES. SHEET PILING MUST 2000 | 1400 | 550 ;
CRITICAL DEPTH LINE BE INSTALLED WHERE EXISTING FOOTINGS WILL BE 8 — BASE WOTH 8 — BASE WOTH Project
FOUNDED ABOVE ANY EXCAVATION CRITICAL DEPTH = = °
TYPICAL SECTION UNE (BLK) ~ RETAINING WALL 89-93 Eumundi Noosa Rd,
TYPICAL SECTION (BLK) ~ RETAINING WALL (0 \ (BLK) ~ RETAINING WALL NOOSAVILLE
TYPICAL SECTION \QW3.17 TYPICAL SECTION
a D Desi
Date: Apri 22 rawn SR esign SR
0 2 4 6 8 10 Checked: Drg No. Rev.
noanunt——7__—71 _mt:200 @ AT Fo
: s Q 5835
1:400 @ AS =| _S Richardson 31 1 J -OW3.4 A.
Page 10
.26 .2 6
15 15
WM WM
WM WM
P
NO
PARKING
.26
15
WM
WM
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 — At
| Po ------4 rf-————----—-s3[ Tama
onda yp SINT PT |
: ; / VIIA,
|
THION TH102 THIS TH201 1H202 1H203 1H204 cv
FFL:15.900 FFL:15.500 | FFL:15.500 rer e14.000 | FFL:13.400 | FFL:13.400 FFL: 12.600
FPL15.750 | FPL:15.350-} FPL: 15.350 FPL:13,850 |} FPL15.250 | FPL:13.250 FPL:12.450
Pt q T GY % 7
a s L . “ Vy, 4 4
= at LL AL sere ated | | be 4
ee = = eS
— zfi f LOT 100
i RP106085
ep” '
c THSO1 cy C4, TAO : H
PEL: 18.600 | i Yi FFL:16.300 f | | ?
/ FPL: 16.450 ! FPL:16.150 | ff !
Z | | | V, L |
7, ; | ? ! : a
| I | I
r TH502
/ FFL: 16.450 | TH402 1H302
/ Ha FPL: 16,300 | IW | FFL: 15.000 g
ile | ame — Le =
Se | . ( | PROVIDE "NO PARKING” SIGN
i I ! “hs .\ AND LINE MARKING FOR
(AIT FFL: 16.600 {LH / 1a Z FAL: 16.450 5 F500 4 LOT 99 TURNAROUND BAY
/ J FPL: 16.450 | i ! 16. | Pe | RP106085
Z 4 iil | ! !
. el - we , !
fy APTS04 YZ I | Ki
TMM FFL:16.200 A | FPL: 16.450 | lg |
/ ny FPL: 16.550 bo Wiha CS P0300 FFL: 15.000
L i PASS _! _#PL14:850
LOT 1
RP129020
SITE PLAN — B99 REVERSE & WCV EXIT VEHICLE EXIT PATHS
Scale 1: 250
FFL: 15.900
FPL: 15.750
FFL: 16.600
FPL: 16.450
TH502
FFL: 16.450
FPL: 16.300
APT5O3
FFL: 16.600
FPL: 16.450
APT504 4
FFL:16.200 fF
FPL: 16.550
THi02
FFL:15,
FPL: 15,
Wh
oo
00
35
FFL: 16.450
FPL: 16.300
“FFL 16.450
FPL: 16.300
LOT 1
RP129020
THIO3
FFL: 15.900
FPL: 15.350
“y
THI04
FFL: 15.050
FPL: 14.90
FFL: 15.000
FPL: 14.850
1H302
FFL: 15.000
© TH303
FFL: 15.000 °
FPL: 14.850
TH304
FFL: 15.000
FFL: 14.000
FPL: 13.850
1H203
FFL: 13.400
L:13.250
4,
LOT
FFL: 12.600
FPL: 12.450
LOT 100
RP106085
99
RP106085
SITE PLAN — B99 & WCV ENTER & REVERSE VEHICLE ENTRY PATHS
Scale 1: 250
|
|
Yi
THIO1 Z
FFL:15.900 ”
FPL:15.750
tT
SS
c FFL: 16.600 nee
/ FPL: 16.450 He
Z | ,
ZZ | |
TH502
FFL: 16.450
FPL: 16.300 NI naa
SITE PLAN — WCV VEHICLE BIN COLLECTION POSITIONING PATH
Scale 1: 250
B99 Vehicle (Realistic min radius) (2
Overall Length
Overall Widt
Overall Body Height
Min Body Ground Clearance
Track Width
Lock—to—lock time
Curb to Curb Turning Radius
ren a he
Cleanaway Rear Load
Overall Length
Overall Widt
Overall Body Height
Min Body Ground Clearance
Track Width
Lock—to—lock time
Curb to Curb Turning Radius
(am Rear Lood
Fa
LN, TH02 Y THIOS /A/ ATMOS
300 FFL: 15.500 FFL: 15.500 FEL: 15.050
790 FPL: 15.350 FPL: 15.350 FPL: 14.90
44 Ue
ULM La,
a ra FoF _————
C |
7. is feta wn of
SITE PLAN — B99 & WCV PASSING PATHS
Scale 1: 250
10M
1:250 @ Al
1:500 @ A3
OONNOWN =
NouwNu®
Cietelelion
OD OR=OO
oO
oO
NOONWOONF
NOBRNNAROW
ON ONWOO
33333
ORO
3
oO
3 33335
A Revisions for Council RFI
19.05.22
Revision | Description
Date
“FOR APPROVAL
the written permission of SCG Consulting Engineers.
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
C) S06
DEBUILD T/A
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
email:[email protected]
web:www.scg-engineers.com
ABN 40 098 481 299
Title:
VEHICLE MOVEMENTS PLAN
Project
NOOSAVILLE
89-93 Eumundi Noosa Rd,
Drawn
Pate: ppril 22 SR
Design SR
Checked: Drg No.
8] RPEQ 5835
=| —S Richardson
31131 -OW4.1
Rev
A
Page 11
.2 6
15
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WM
KEEP
LEFT
P
NO
PARKING
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 — At
EXISTING CONDITION SURVEY én (")
www.dialbeforeyoudig.com.au A PHOTOGRAPHIC SURVEY OF THE EXISTING KERB & _ TYP.
CHANNEL AND FOOTPATHS FRONTING THE SITE IS TO
san BE COMPLETED AND ISSUED TO COUNCIL PRIOR 10
. DIAL1100 THE PRE-START WORKS MEETING WITH COUNCIL.
"PARKING AT
REAR” SIGN
yy BEFORE YOU DIG
UNDERGROUND TRAFFICABLE
STORMWATER RETENTION
TANK, REFER DRG.
31131-SW1.1 FOR DETAILS. FOR STORMWATER PIT GAPS IN KERB TO ALLOW FOR
DEMOLISH & REMOVED EXISTING REINSTATE FOOTPATH AT / LOT 79 DETAILS. REFER DRG STORMWATER RUNOFF INTO
DRIVEWAY CROSSOVERS AND uv | 31131-SW1.1. TYPICAL DETENTION /BIO-BED
HEIGHT DATUM RE-CONSTRUCT NEW TYPE B1 BARRIER REMOVED DRIVEWAYS 77 RP71151 | i /
Lot 1 on RP130594 & Lots 80 & KERB & CHANNEL AS PER NOOSA ‘
BI on RP7I151 COUNCIL STD DETAIL IPWEA RS-080. | /
on MAINTAIN EXISTING SURFACE GRADES x Lx _ a xix x ‘£
Level Datum AHD I AND ENSURE SMOOTH TRANSITIONS. (SWP) (SWP) (SWP) 48-10'00" 95.916 (SWP) a» (SWP) (SWP) (Swe) (SWP)
Level Origin PSM115316, RL 3.593m TYPICAL. Sw iE Sw Sw Sw = Sw = Wyo Sw = Sw a as x x
Survey information provided by Noosa * oe 14.194 b Y * oe *. S, +1094
Cooloola Land Surveys Pty Ltd | ! B + ~ “ + > Le L x
Drg No. 21215DET DRIVEWAY CROSSOVER GENERALLY IN / | | oe (SWP) if “yoo x
ACCORDANCE WITH IPWEA STD DRG RS-051 es ae POT TTT a é
/ H >
(TYPE B) AND COUNCIL REQUIREMENTS. LEVELS / Ve “ r ty —_—--
AS NOTED LS 6 S/, 7 “ CoA \
As J 47 , 4 / 4
7 4 | Yo
/ 38 3 | eS Yo a a
/ THI01 TH102 TH103 THIO4 * ’ to. * OAC. W202 * TH203 TH204
d| 7. Y . a . : C : ALE] «
EXTEND CENTRAL MEDIAN KERBING 6.0m I* FFL 19.900 FFE 19.900 FFL:19.900 FRC: 15.050 ro ry FFL:14.000 7} FFL:15.400 —) FFL:13.400 FFL: 12.600
* ft: FPL: 15.350 FPL: 15.350 FPL: 14.90 FPL: 13.250 Pl -13.250
PAST SOUTHERN SIDE OF NEW DRIVEWAY a ~ FPL: 15.750 i109. tT. 214, | | FPL: 13.850 Y 13. LF 13. FPL: 12.450
FOR LEFT IN AND LEFT ACCESS ONLY, TT = AMES, 4 ou ‘
, TT = MA g Vln, GF oF Vly . Y
KERBING AND LANDSCAPING TO 10 i} = 5.4m (W) Y 3.0m Ms “ % 5.4m (W) 4 le 5.4m (W) Y Mp Cp 3.0m (
COUNCIL STANDARDS. MAKE GOOD \ ‘ ig = DOOR. TYP. 4 DOOR. TYP. “gps DOOR TP. sehr clog? if dO TP, Y a Lo DOOR,
LINE-MARKING AND CHEVRONS yi se == £ 2 oles aa 1 LL
= SN Et fe aca le ll eee
Sen Sv PEDESTRIAN ZONES. NRASSS posssssi By POR AS 7 J
— : ; \ ) : ™
CONCRETE DRIVEWAY N \ se oe \ LOT 100
Sw 0LDLDUDULUlUMY YOY PSS | RoR OD ST Pf ras — =| SW SW SW SW ' BW SW SW 5 sw sw——— sw sw-§ eS f .
Sean Meo oe ae C = E : RP106085
aa 2.5m TYP. q s
RECONSTRUCT ADJACENT FOOTPATH AND ma yp) eo Lo
PROVIDE SMOOTH JOINT TO NEW . % ‘a, + ow
é “ am | V/ PS ss
PAVEMENT (NO TRIP HAZZARD). MAX 1 . ws * 4 > = |] ot
in 40 CROSS FALL IN DRIVEWAY WHERE F ro TH501 7a, Porno ! (SWP) Zsa 0 | ons el |e] a é
FOOTPATH TRAVERSES. REFER COUNCIL i / ‘ = ry / . A =
STANDARD DRG. RS-065 |_s ll / Prt: 16.600 AE i} FEL 16.500 J L ! ~—-FFL:15.000 “|! 1: pF #
{ FPL: 16.450 - FPL:16.150 “yo. i “Mgwe) | se wa
/ , Z Le WZ SEZLZLZ , _FPLT4.850 fee, | Kea A,
+ } + , | | al | , f+ + 13.13 d ~ 4
777 p38 | Z a 59'T0'35, ~. 7/7...
(SWP) 502 C | © # o oe es Swear ce oN 23.976 ™ SW/ex “ * ©
7 7 | r | 3 afl —
A ’ “ TH402 T +1 | x
. 7) ve | eee | | Breas) PN Bitso00 YL 8 | ove ae on No ie eae
NEW FOOTPATHS WHERE SHOWN \ eo J / / ae | A FPL:16.300 ~~ Ft: 14, (SWP) fio} 7 [ACCORDANCE WITH AS2890. —s—/ A TURNAROUND BAY AND PWD
SHADED TO NOOSA COUNCL A / ff y ii a= 6.1m, MIN Lg e FPL 3) 4.890 5 WHERE RETAIN WALL HT ~ vo SPARE BAY
STANDARD (IPWEA RS-065) 1% / f/ (sWP) YS 4 i 5 ei “arr ree (SWP) FH» | = GREATER THAN 600mm
MATCH EXISTING FOOTPATH MIDTH | A i Jf & | | apts” i | (SWP) TH403 0 et) | ) (SWP) | g see PROVIDE PWD PARKING SIGN
PROVIDE SMOOTH TRANSIJON TO fa f/ S/he ( A Y, V6. \ s Je WII FFL 16.450 | mS < TH303 (SWP) ||| 3 SP [2] AND LINE MARKING FOR PWD
EXISTING, WY S&K Hill ) FFL: 16.600 oe ; e 16. [ GW Hi) |) sern ~FFL:15.000 “fl [OT 99 any.
J, S /&%E BOR, © FRE 16.450 fh Fl FPL:16.300 I , =F ; | e
Lf SES |v ) FRE. | |_| | ae FPL: 14.850 | 3 2p
/ / Ss VA" Ny ot /, ¢ 7! 8S YZ Ss b 06085
J & vv “ AS, dl PS 7, LL | \ 3 OI a |
9 = — A |
\ / é fv & df Ly | | | OL, I \ LL, I ~ 3
ar, J & (SWP) i |_| 5.4m TYP | | | Ro |
gy Y — am i | TH404 2
5 _ 4 L APT504. y ° | | | | ° | oe \ AAI
aa / | Erl1e.300 oot J rea tf FFL 16.450 3 TH304 Od ;
, YO / / a | ele ~— FPL16.300 \ 7 ty - FFL: 15.000 i)
ae fy FPL: 16.550 i} | 5 | us ed \ wld. @ $
/ [/ ¢ * I : ! : 3
4 (os aaa = (SWP) or hy ” (Swe
J oe
/ f° _ _ F 259°10°35”_ 84.963 WV a mT ~
Y, » TS a
/ Yj / wat (swe)
7 | Y * x || KA — OO a — >= t
/ y / LOT PROVIDE R12 GALV. DOWELS |
. / RP12 020 - 600 CTRS AT ALL
/ , GARAGE DOOR LOCATIONS. |
/ / TYPICAL.
LEGEND
4480 EXISTING SURFACE SPOT LEVELS. &
oO
Z|
>
RAMP. INDICATES DIRECTION OF RAMP UP OR =
> DOWN AS INDICATED >
(SWP) " ; . wo)
FIELD INLETS OR JUNCTION BOX PRE-CAST CONTRACTOR TO TOPSOIL AND TURF ANY MAXIMUM CROSS-FALL OF 1 in 40 ON ALL 1500 TRANSITION — 1:8 FOOTPATH — 1:40 <= Ss
DB] EE] CONCRETE caST-INTO PAVEMENT. REFER Swi. DISTURBED OR DAMAGED AREAS OF THE ROAD FOOTPATHS AND INTERNAL PEDESTRIAN SITE PLAN — DRIVEWAY & ACCESS PLAN a) &
FOR FURTHER DETAILS. RESERVE ADJACENT THE CONSTRUCTION SITE PATHS AND RAMPS Scale 1: 200 Az S
4 e
GD—xxx GRATED DRAIN CAST-INTO PAVEMENT. 22 2
(TTT ~—sREFER SW1.1 FOR FURTHER DETAILS ALL SERVICES SHOWN ON THIS PLAN INDICATIVE Z|< SL82 MESH ~
ONLY CONTRACTOR TO LOCATE ALL SERVICES CONTRACTOR TO REPAIR/REINSTATE_ ANY SAW CUT EXISTING KERB MIDDLE 1:40 24:20 (WA ) y | ; ; ;
DAMAGED AREAS OF EXISTING FOOTPATHS —— J —
PRIOR TO COMMENCING WORKS ON SITE, ALL KERB & CHANNELS TO COUNCIL STANDARDS CHANNEL 50 MIN DEPTH AT | ee > ed A__|_Revisions for Council RF 19.08.22
C_] DRIVEWAY SLAB/PAVEMENT. REFER TO SERVICES ARE TO BE PROTECTED IN INVERT-BREAKOUT & REMOVE t = Eo _ we : Ts 7 Revision | Description Date
RESPONSIBLE FOR THE SERVICE NEW KERB & CHANNEL TO BE IN ACCORDANCE eT
WITH NOOSA SHIRE COUNCIL STANDARD Drg. FINAL PAVEMENT THICKNESS TO BE eZ CONTROL 50MM COMPACTED SLAB THICKNESS AS PER FOR APPROVAL
= INDIeATES OVERHEAD ELECTRICITY RS-080 & COUNCIL STANDARD DETAILS CONFIRMED FOLLOWING GEOTECHNICAL GALV R24 DOWEL \ Kerang AS PER JOINT. SAND BED PLAN. DO NOT SCALE FROM THIS DRAWING
SUPPLY LINE ALL LINE MARKING TO BE IN ACCORDANCE TESTING. 400 (L) @ 300 CIRS — SITE & DETAILS ALE PIXON ITS
WITH THE QUEENSLAND MANUAL OF UNIFORM TYPICAL SECTION nw DRIVEWAY CROSS OVER The design and associated details contained on this and associated
drawings are copyright and are not to be used or reproduced without
INDICATES EXISTING SEWER LINE TRAFFIC CONTROL DEVICES & A.S 2890.1 the written permission of SCG Consulting Engineers.
PARKING FACILITIES PART 1: OFF-STREET CAR REFER TO COUNCIL STD DRG. IPWEA RS-051 - TYPE B
PARKING
——_ w—_INDICATES WATER MAIN APPROX 3 NOMINAL KERB | a SCG Noosa Heads
ALIGNMENT, BUILDER TO CONFIRM EXACT = SETOUT LINE
LOCATION PRIOR TO WORKS 3 £ onalsdninQse ges con
Ss 40 110 3 es web:www.scg-engineers.com
a INDICATES TELSTRA LINE APPROX SUBGRADE PREPERATION, REFER 00 —_! i
ALIGNMENT, BUILDER TO CONFIRM EXACT GENERAL NOTES _ Title:
LOCATION PRIOR TO WORKS
8 DRIVEWAY & ACCESS
— sw/ex —_—_—_— INDICATES STORMWATER DRAIN EXISTING DEPTH PAVEMENT LEVEL | “Ye
AS NOTED DETERMINED eee ;—18 PLAN
ON-SITE :
sw INDICATES STORMWATER DRAIN PROPOSED & Project
AS NOTED MIN 1 IN 100 FALL UNLESS PAVEMENT MATERIALS: wee .
NOTED OTHERWISE 150mm N32 CONCRETE PAVEMENT, SL82 MESH MIDDLE 89-93 Eumundi Noosa Rd,
-100 THK COMPACTED BASE COURSE SAND OR CRUSHER DUST 150 NOOSAVILLE
— RV — OPEOER RETAINING Wa to —SUB-GRADE PREPERATION IN ACCORDANCE WITH SPECIFICATIONS/NOTES
STRUCTURAL ENGINERS DETAIL. DRIVEWAY CARPARK PAVEMENT SECTION SECTION ~ BARRIER KERB Date: ppri) 29 Drawn op | Design op
Checked: Drg No. Rev
0 2 4 6 8 10 |
ruun———1L__——1__ym1:200 @ Al | _ REQ 5835
1:400 @ A3 A S Richardson Jt | 3 —QOW5.1 A.
Page 12
.26
15
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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:
Profile View - Driveway Design CL Project
Date: Drawn Design
Checked: Drg No. Rev.
Rev. - 10.06.16
[OCR of page images]
DRAWING SIZE — At
www.dialbeforeyoudig.com.au
DIAL1100
BEFORE YOU DIG
HEIGHT DATUM
Lot 1 on RP130594 & Lots 80 &
81 on RP71151
Level Datum AHD
Level Origin PSM115316, RL 3.593m
Survey information provided by Noosa
Cooloola Land Surveys Pty Ltd
Drg No. 21215DET
LEGEND
INDICATES PROPOSED SURFACE
AP / JI
79°10'00” 95.916
- WT, : i Oe 4 VA
Zn 4 Z !
THIOt THI02 TH103 AY THH04 oh OV qw202 1H203
FFL:15,900 FFL: 15.500 | FrL:15.500 } HL:15.050 fH Meet4o00 FFL13.400 | FFL:13.400 |} FFL-12.600
FPL: 15.750 FPL:19.550} FPL:15.550 J FPLTA.90 0) cathenns | FpL13.850 | FPL:15.250 | FPL:13.250 || pL:12,450
YY ULL 0M, } Neupyp) LD
y j Y | < Uf Yh {
Us 14,000 {13.400 ] 2 {12.580
J | :
=
15.892 ang, [15.489 15.064
[_ORVEWAY DEEN @ ES pene, ae
— Se Se pe S
3[16.000}\ & & [15.9208 B_ is.t04
VLLSLS, Ma NE 161004 a |
FFL: 16,600 6.09 OT te
iD TT FFL: 16. 300 L} tr FFL: 15.000 Hh 13.144 YN
__-FPL:16.450 | olf 6.150 1 a FPL: 14.850 Ne_—a1'5.500]] a Se] - a oe
| OE MA | | A } War EE ae et owe x sw/x—
Fama TH402 + | {6.1m MN
FFL: 16.450 16.437 FFL: 16.450 Z | | TH302 | g
Meo AL tL e630 7 ta trey ZA |?
SY Esa J, Ny | LE
eos MS | real wos) eae | 130 ie 20
7 ffi16600 0 Ne) ER 3 FFL15.000 jg} Lor 99
FPL:16.450 —_t | | “10. el FPL:14.850 ce »RP106085
| =| JL, r 1 — {15.000 Kk |
SSL Y Lo 11 iH YL, Z | g
FEL Y —— {| i FFL: 16.450 / ; >
/, 16, Wf Ly TH304 :
FPL 16550 : 16451 J FPL16.300 oh Vf F500 4 ne
ALE “Tk LARS SSS, Wj
oe ee Oy
LOT 1
RP129020
CONTRACTOR TO TOPSOIL AND TURF ANY
DISTURBED OR DAMAGED AREAS OF THE ROAD
RESERVE ADJACENT THE CONSTRUCTION SITE
SITE PLAN — DRIVEWAY LEVELING PLAN
1: 200
Scale
MAXIMUM CROSS-FALL OF 1 in 40 ON ALL
FOOTPATHS AND INTERNAL PEDESTRIAN
PATHS AND RAMPS
ALL SERVICES SHOWN ON THIS PLAN INDICATIVE
CONTRACTOR TO REPAIR/REINSTATE ANY
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
NEW KERB & CHANNEL TO BE IN ACCORDANCE
WITH NOOSA SHIRE COUNCIL STANDARD Drg.
RS-080 & COUNCIL STANDARD DETAILS
48077 CONTOURS AND LEVELS TO AHD. ONLY CONTRACTOR TO LOCATE ALL SERVICES
PRIOR TO COMMENCING WORKS ON SITE. ALL | KERB de CHANNELS TO COUNCIL STANDARDS
‘in 10 INDICATES FINISHED SURFACE GRADE SERVICES ARE TO BE PROTECTED IN
ACCORDANCE WITH THE AUTHORITY
4480 EXISTING SURFACE SPOT LEVELS. RESPONSIBLE FOR THE SERVICE
Qa
[29.740] INDICATES PROPOSED FINISHED c
SURFACE EVELS g & EXISTING SURFACE
S e a
RAMP. NYA AS NoCD OF RAMP UP OR i 6 2| (DASHED) PROPOSED DRIVEWAY SURFACE WITH
s = al DESIGN GRADES SHOWN.
2 8 ze,
(SW) FIELD INLETS OR JUNCTION BOX PRE-CAST 17.0 =e
DX] EE] —_ CONCRETE CAST-INTO PAVEMENT. REFER SW1.1 <= 16.00 —}--=—— w
FOR FURTHER DETAILS. OS 150 .
4 EN OSES SE SSE
GD—xxx GRATED DRAIN CAST-INTO PAVEMENT. S 14.0
(TTT »=—REFER SW1.1 FOR FURTHER DETAILS © 93.09 9 9 I III I I III I II FFF TIT ES
“4 9.00 9 I I
DRIVEWAY SLAB/PAVEMENT. REFER 10 11.0
L] NOTES AND DETAILS ON DRG. 31131 = & & 5 & 5 = = = 5 = = & 5 5 5
OW5.1 FOR THICKNESS AND REINFORCING. 3 5 S nS S iS 5 = Zn = 3s = iS ai 3S S
Design Line Segment Lengths 3 és 6 Ss é é & 6 é é 6 & 6 6 & & & 6 3
p-—388 4 317 6.77 p34 44 aT 7.10 7.40 , S524 348 4 350 4 527 4313p 435 7.06 | 376 , 348 __6.54 |
j j on & a ni : S 3 = 2 Nr AS ~ o m ~ co >, 2 a
E INDICATES OVERHEAD ELECTRICITY Design Line Grade & Level Ex gan eee FE zg fg 2B gs & = § £ s= & =& Se s e oo fs -eg 2 8 = Ens
SUPPLY LINE Ss —~ ot = I 1 +t S 1 8 I x 6 1 bes — QI 6 Io es @ 8 l Po ee I so
iS Ss s eS S iS iS 8 iS Ss = x = x = 3 x x a
NOICATES EXSTNG SENER UNE -YISTING SL Wg EETME RR Eee ee EE ETE Cele Ek ZEEE Eg & EY YG on
— swyex INDICATES STORMWATER DRAIN EXISTING Fif Plieifie fue Fee PP PR PIP Pie Fue ie FFA FL FPL FIA FOIA 5 F FLA PIP Pi ft Fit
AS NOTED
cane |S 8S SSSSSSSSSSRSseeRggegesseeesgggeeggesseseesggggggezgg sg
INDICATES STORMWATER DRAIN PROPOSED S 3 &§ S & fF F € F&F RXR AKA SK HK HS BSB BSB |S SF FF SF S BSB 8B BBS SB SE BRK FX KL FR & Bb B&B B&B F&F FSF BZ EB
sw AS NOTED MIN 1 IN 100 FALL UNLESS Poof ft ft ft
NOTED OTHERMSE
Ww INDICATES WATER MAIN APPROX
ALIGNMENT, BUILDER TO CONFIRM EXACT
LOCATION PRIOR TO WORKS
INDICATES TELSTRA LINE APPROX
ALIGNMENT, BUILDER TO CONFIRM EXACT
LOCATION PRIOR TO WORKS
Profile View — Driveway Design CL
~ LOT 100
~_RP106085
SP1¢
Revision
Description
Date
Issue
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.
DEBUILD T/A
C) S06
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
email:[email protected]
web:www.scg-engineers.com
ABN 40 098 481 299
Title:
DRIVEWAY LEVELING PLAN
Project
89-93 Eumundi Noosa Rd,
NOOSAVILLE
Date: Apri 22 Drawn SR Design SR
mass, A 51151 -OWS.2 | .
Page 13
.2 6
15
WM
WM
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 — At
UNDERGROUND TRAFFICABLE
STORMWATER RETENTION
TANK, REFER DRG. — FOR STORMWATER PIT
DETAILS. REFER DRG
' , 31131-SWI.1 FOR DETAILS.
www.dialbeforeyoudig.com.au 31131-SW1.1. TYPICAL
DIAL1100 ceri
BEFORE YOU DIG (SWP) (SWP) i) seo'o" 9816 (SNP) (WP) (SWP) (Swe) (SUP)
eS SW Sik Sw Sw a= sw v sw mw SY Sway SW: a sw Ww ta
| ] | é. Po Le,
ee J 7] LlLZ TTT Ty | | pot TTT SSS yrs
HEIGHT DATUM
Lot 1 on RP130594 & Lots 80 &
81 on RP/1151
NX
AAAAY
\
SA
L ‘J
|
THIO1 - TH02 TH103 CA THOS
|
|
|
FFL: 15.900 FFL:15.500 |. FFL:15.500 | FFL: 15.050 : 4 Pe 44.000 FFL: 13.400 HL: 15.400 FFL: 12.600
|
Level Datum AHD TH202 ) TH203 TH204
Level Origin PSM115316, RL 3.593m ; FPL 14.90
Cooled Land Sump Ply Lig Noosa FPL: 15.750 4, FPL: 15.350 FPL: 15.350 114. | FPL: 13.850 FPL: 13.250 | FPL: 1 250 FPL: 12.450
YOY Uy
Drg No. 21215DET / i, Ue 4 Ae ,
: LLL 4 Y !
SRAISESEEE a errs) 4 BL ft J
T ! ob Ke J |
' \ 1 \ i J) —f__KERB_J KERB é K ~
(a) (Tw) (Tu) (Ta) 5 os a i i z [e NN eohoE ,
a => > IS SSF ~_ SWrae ZSw == ne = ¥ “S _RP106085 SP1¢
nS je )= i) Ait) & reo reo TE ey Wa) la MY Ie mS Ls, =
\ 8 KERB i= i= is e e i= e ; \
of (J) A 7h = f Ke = (Td) a) | (pew my!
) | A/
/ = SWP = | 1 |
F fo THS01 a C/, TH40 ) (Ta? | OL a ou]
MN FFL: 16.600 r : 1 tha “180 1 z en : !
all / “10. : “FFL: 16.300 “}) | | ~ — FFL+45.000 «I
/ FPL: 16.450 /, Yo | , Vo P) 17]
/ “10, | roo bl: 16.150 | | FPL:14.850 | — KER
+ Te Y Tu)! Vi
) __ | ts) 1.933 l a | i 7 __.
s / & Y. a VILLLLL. SHE hee SMR SMX SW/EX sw/ex
4 \ 7 L 1! 6.1m MIN ”
/ to CL // | TH402 | rT GA 14302 |
FFL: 16.450 / | : | f NY I g PROVIDE R12 GALV. DOWELS
/ FPL: 16.300 | MNMSLL, FFE 16.490 7h (tH) coe, FFLNS.000 4 3|3 _~ 600 CTRS AT ALL
/ 10.0 ain un | ~ FPL: 16.500 a L —-7eS FPL 4.8 50 (OW) fo} 7 * GARAGE DOOR LOCATIONS.
a lo & / a7 _ TYPICAL.
VIET. i = Hy, SwP) a an | 6 al! aaa,
| aS Na No} a OY 4
4 APT503 | e | (SWP) TH403 ay - (SWP) = 99 \ /
A / tM . \ TH303 $ v
FFL:16.600 | 1 FFL 16.450 ¢¢swey HI] ~ FFL:15.000 “f a SP 106085 <
| | : 2 TO. LOT 99 S
te q | L14.850 | \ RP106085 \
JLLLLLL ALLL. Ti i bq) | | | | ra en
(— 4 = o = o \ \
3
YL Z | | | | S/ “ (Tah Y, a
d TH404 \ |
APT504 , / | LI | j | JAI ;
FFL:16.700 ir {4 FFL: 16.450 — | a | | -
. . | . i . a
FPL:16.550 [-——_} | | pi FPL 16.300 | elf 3 FFL: 15.000 » Is
yoy | . x
J, a MS | yy (SWP) a
(SWP) as KERB (SWP)
a
ee 2591035" 84.963 WY | 2 ee - — -
T fe cieY a “~
LEGEND LOT 1
__---7 INDICATES PROPOSED SURFACE RP129020
48.07 CONTOURS AND LEVELS 70 AHD.
1 in 10 INDICATES FINISHED SURFACE GRADE
SITE PLAN — DRIVEWAY JOINTING PLAN
480 EXISTING SURFACE SPOT LEVELS. Scale 1: 200
— DENOTES WET TOOLED JOINT TO TERRACE
SUAB, REFER TO DETALS ALL SERVICES SHOWN ON THIS PLAN INDICATIVE CONTRACTOR TO TOPSOIL AND TURF ANY
NEW KERB & CHANNEL TO BE IN ACCORDANCE
(cu) ONLY CONTRACTOR TO LOCATE ALL SERVICES DISTURBED OR DAMAGED AREAS OF THE ROAD | | WITH NOOSA SHIRE COUNCIL STANDARD Org, DRIVEWAY SLAB GRATED DRAIN ae Aer Se
—-— DENOTES SAWN CUT DANLEY JOINT TO PRIOR TO COMMENCING WORKS ON SITE. ALL RESERVE ADJACENT THE CONSTRUCTION SITE RS-080 & COUNCIL STANDARD DETAILS
DETAIL SERVICES ARE TO BE PROTECTED IN
ACCORDANCE WH THE AUTHORITY a z ;
RESPONSIBLE FOR THE SERVICE MAXIMUM CROSS-FALL OF 1 in 40 ON ALL =7-+-==2 Pq <= oa
@) SLAB POUR BREAK CONTROL JOINT, FOOT-PATHS AND INTERNAL PEDESTRIAN Pe 4 AAIPOUR BARRIER
REFER DETAILS PATHS AND RAMPS SK |! nd
ALL LINE MARKING TO BE IN ACCORDANCE g Ses,
WITH THE QUEENSLAND MANUAL OF UNIFORM & oo , N12-400 °2"
INDICATES PROPOSED FINISHED TRAFFIC CONTROL DEVICES & A.S 2890.1 CONTRACTOR TO REPAIR/REINSTATE ANY & Ee ad BARS CAST INTO
SURFACE LEVELS PARKING FACILITIES PART 1: OFF-STREET CAR DAMAGED AREAS OF EXISTING FOOTPATHS, aT STRIP FOOTING
PARKING KERB & CHANNELS TO COUNCIL STANDARDS
Qe FIELD INLETS OR JUNCTION BOX PRE-CAST (— POUR BREAK ~ GRATED DRAIN
CONCRETE CAST-INTO PAVEMENT. REFER SW1.1 \eE/ TYPICAL SECTION
FOR FURTHER DETAILS.
GD—xxx GRATED DRAIN CAST-INTO PAVEMENT. SLAB JONTS. AS
CIUITITTITITITN REFER SW.1 FOR FURTHER DETAILS iJ NOTED ON PLAN. FINAL PAVEMENT THICKNESS 10 BE Zoason | Desiption bale
DRIVEWAY SLAB/PAVEMENT. REFER T0 4] 3 CONFIRMED FOLLOWING GEOTECHNICAL Issue:
L NOTES AND DETAILS ON DRG. 31131 | 2/N12. TRIMMERS. TESTING. FOR APPROVAL
OW5.1 FOR THICKNESS AND REINFORCING. | 50mm COVER. V/N12 TRIMMER, NOT SCALE FROM THIS DRAWIN
= I —— mm COVER V/Nt2 PERIMETER BAR ——EPIREZ P5-50 WET TOOLED bo or SeALE cM THIS D SAWING
E INDICATES OVERHEAD ELECTRICITY TIED OVER DOWEL BAR SEALANT 150 THICK CONTROL JOINT EPIREZ dravings ore copyright and are not to be used or reproduced without
SUPPLY LINE EITHER SIDE OF JOINT. P5-50 SEALANT 150 THICK the written permission of SCG Consulting Engineers.
DRIVEWAY SLAB.
DRIVEWAY SLAB,
INDICATES EXISTING SEWER LINE
Unit 1/11 Project Ave,
U
=~
PS Noosa Heads
< Ph (07) 5455 5604
— sw/ex ——_—_ INDICATES STORMWATER DRAIN EXISTING 5 \ emai [email protected]
AS NOTED 2 wana Sogrenaineers.com
R16 x 300(L) (Galv.) STOP MESH SOmm FROM GUT EVERY 2nd _ CHAIRED MIDDLE -
400 LAP DOWEL BARS © 400 EACH SIDE OF JOINT. WIRE. ALONGLINE Title:
sw INDICATES STORMWATER DRAIN PROPOSED CTRS. 10mm Min THK COMPRESSIBLE OF JOINT DRIVEWAY JOINTING PLAN
AS NOTED MIN 1 IN 100 FALL UNLESS 200(0) EDGE FILLER MATERIAL FULL DEPTH (TJ) TOOLED JOINT INDUSTRIAL/COMMERCIAL
NOTED OTHERWISE THICKENING OF PAVEMENT.
INDICATES WATER MAIN APPROX PIT TRIMMER DETAIL AT SLAB JOINTS PIT TRIMMER DETAIL FOR PITS (CJ) CONCRETE CONTROL JOINT DETAIL Project
ALIGNMENT, BUILDER TO CONFIRM EXACT 89-93 Eumundi Noosa Rd,
LOCATION PRIOR TO WORKS NOOSAVILLE
t INDICATES TELSTRA LINE APPROX - 5 Desi
ALIGNMENT, BUILDER TO CONFIRM EXACT Date: April 22 Tawn op es'gn op
LOCATION PRIOR TO WORKS
0 2 Checked: Drg No.
° nnnnz — — 1:200 @ AI §
400 @A3 = 8 Richer dson 31131-OW5.3
Page 14
.26
15
WM
WM
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 — At
www.dialbeforeyoudig.com.au
SAY DIAL1100
BEFORE YOU DIG
HEIGHT DATUM
Lot 1 on RP130594 & Lots 80 &
81 on RP71151
Level Datum AHD
Level Origin PSM115316, RL 3.593m
Survey information provided by Noosa
Cooloola Land Surveys Pty Ltd
Drg No. 21215DET
FRONT OF UNITS DRAINED VIA GRATED
FIELD INLETS AND INTERCONNECTING
SWALE DRAIN FORMATION FOR
ALL STORMWATER
PIPES TO BE LAID AT
1:100 MIN. UNO.
4/125x75x4.0 RHS (GALV.)
LAID AT 1 in 100 MIN. INSTALL TO
NEW KERB ADAPTORS IN
ACCORDANCE WITH COUNCIL STD
DETAIL RS-081 & MAKE
FOOTPATH GOOD. TYPICAL.
BUILDER TO POT HOLE LOCATE AND
CONFIRM EXISTING SERVICES LOCATIONS
& LEVELS BEFORE ANY EARTHWORKS
ARE CARRIED OUT. REPORT ANY
DISCREPANCIES TO THIS FIRM.
BINS AREA.
PROVIDE DRAINAGE PIT FOR CONNECTION TO
SEWER MAIN. PROVIDE BUND SURROUND TO
15kL ALL CAST PRE CAST IN-GROUND
TRAFFICABLE STORMWATER RETENTION TANK
RECEIVE ROOF RUNOFF (ONLY) FROM UNITS 1-3
& UNITS 17-20. PROVIDE PUMP OUT FOR
IRRIGATION PURPOSES & BIN WASH DOWN.
WARNING SIGNS AT TAPS 'NON POTABLE’.
REAR OF TOWNHOUSES UNITS SET AT EXISTING SURFACE
LEVEL WITH A FORMED STONE PITCHED SWALE TO ALLOW
FOR OVERLAND FLOW TOWARDS BIO-RETENTION /DETENTION
BASIN. PROVIDE UPSTAND TIMBER SLEEPER WALL ALONG
BOUNDARY TO RETAIN OVERLAND FLOWS WITHIN SITE
REFER SECTION B-B
REAR OF UNITS DRAINED VIA GRATED
FIELD INLETS AND INTERCONNECTING
DRAIN TO SITE DRAINAGE. REFER DRG
SW1.2 FOR TYPICAL DETAIL. SWALE
FORMATION FOR OVERLAND FLOWS
DIRECTED TO BIO/DETENTION BASIN
OVERFLOW WIER WALL AND
SCOUR PROTECTION ALONG
PROPERTY BOUNDARY. REFER
DRG SW1.2 FOR DETAILS
PROPOSED 60m2 BIO RETENTION
BED AND 200m3 DETENTION BASIN. (EXP—4)
FORMED WITH BLOCKWORK WALLS.
REFER DRG SW1.2 FOR DETAILS
DIVERT SW RUNOFF AWAY FROM AREA. REFER
TO HYDRAULIC CONSULTANTS DETAILS.
OVERLAND FLOWS DIRECTED TO
DRIVEWAY
LEGEND
_--777 INDICATES EXISTING SURFACE CONTOURS
48.07
F,
fll
S.L. 12.50
LL. 12.00
Xd
JP1
Sort
4 GP2
& GP3
SB GP4
AND LEVELS TO AHD.
INDICATES DIRECTION OF FALL
TO FINISHED SURFACES.
INDICATES SURFACE LEVEL (S.L.) AND INVERT
LEVEL (I.L.) OF ADJACENT STORMWATER PIT
450Sq STORMWATER JUNCTION PIT, PRE-CAST
CONCRETE. HEAVY DUTY GRATE WHERE IN
DRIVEWAY
400Sq GRATED FIELD INLETS, PRE-CAST
CONCRETE & HEAVY DUTY GRATE WHERE IN
DRIVEWAY, POLY AND LIGHT DUTY GRATE WHER
IN LANDSCAPE AREAS, REFER DRG SW1.2 FOR
TYPICAL REAR OF TOWNHOUSE CONNECTION
DETAIL.
600Sq GRATED FIELD INLETS, PRE-CAST
CONCRETE. HEAVY DUTY GRATE WHERE IN
DRIVEWAY
600x900 GRATED FIELD INLETS, PRE-CAST
CONCRETE. HEAVY DUTY GRATE WHERE IN
DRIVEWAY
900Sq GRATED FIELD INLETS, PRE-CAST
CONCRETE. WITHIN BIO/DETENTION BED, REFER
DRG SW1.2 FOR ORIFICE AND RAISED GRATE
DETAILS
PROVIDE A SWITCH OVER VALVE TO MAINS WHEN LOT 79 STONE SCOUR LOT 101
TANK VOLUME IS BELOW 10%. OVERFLOW TO RP71151 ie» PROTECTION (Of
EUMUNDI NOOSA ROAD KERB + CHANNEL. | Coa) | ‘) RP106085
SL 1550] | |x lie \ Lk a oe
HS 1509 uPVC cP1___1508-uPVC cP1___-1508 uPVC Gp 1509 uPVC 79°10°00” 95.916 2256 uPVC —gpy* 2258 uPVC, = GPL» 2258 uPVC py 2 SL HAO] “4 $
— > + = 7 = — — > = GP1 “ 7 a > = Z b)
S ( = SMA Si sane => sae -S Waar aa SW 9 RES — aes oma tas = Mis ser gg— 9 Wie one Shag oun > SW ae ek mrs ie iy 7 BLOCK R-WALL : A. 9.25 m tr *
, 7 Sale yy,
mI ( ; " "I | [po TL __ [Sb 11.50 DETENTION BASIN & *
™~ “ po tt} -=-=-~ | }—--j--------—}------- L Ie 10.30 (grassed beyond bio x
~ /. | \ r i \ | bed area) fi
= |
44 “/ ty, 7 \ ] EXISTING INTER-ALLOTMENT DRAINAGE
| J / K DX VMI OL, A “ “ DoT 7 \! z CONNECTION POINT. EXISTING PIT REPLACED WITH
i. SO Y) \ . ‘ = EW PIT & EXISTING 2259 BRANCH PIPE
Ke “THOS. <TH102 THIO3» TH104 1202 14203 TH204 \ « INCREASED TO 3009
x \ : ; TH201 \ TH \ r
7 cS FFL>15:900 FEL: 19.500 FFL?15,500 FFL: 15.050 Ly r+ FFL44.000 FFL:13.400 FFL: 13.400 AFL: 12.600 \ i WS IN ACCORDANCE WITH STORMWATER
= - @| | / . ‘ < FPL 45 350 FPL: 14.90 / 114. : A i 12. \ || 2 MANAGEMENT REPORT BY SCG CONSULTING
“| /E-Bing-4 b FPL: 15;750<. FPL:15.350 SPELT. FPL 14. \! | 1 FPL:13.850 FPL:18,250 | FPL:15.250 4 FPS 9450 © | ENGINEERS,
ad cress] << oS . \ J , % > rr
tte \ \ ] X VLA STUBS FOR ROOF WATER
ne x i \ | Woe Y ~Z] CONNECTION, REFER INTERNAL | BIO-BED 2250 COLLECTOR
! Lh ke \ ¥o 4 x 1, PIPE SHOWN WITH 1
WD \ . é = Se SI = 7p oloB’\ | \ ZA HYDRAULICS CONSULTANT E SHOWN WITH 1008
Qe es SL 16,000 E ————— Sr — bel ab ah | fa TI ES =F For ETAL, TYPICAL i SLOTTED BRANCH PIPE AT
e- iL. 15.600 \ ? NA IN ai NEN SASS SS Oh KY BAY eS Z - As ‘@ — " ; 1.0m CTRS INTERCONNECTING
J \ / Fall S.L_15.750 / E “~~ ISL. 14,860 \ ‘\ : SL 12.450] | OUKS x
2 whe bo \ ALI, 7 eT. \& , \ 5 "oe E, AX:
neve IL. 15.130 \ ess 7 iL. 13.900 aq z 7 Ru y \ Mle) [IL 1.000 |G, ef * HEAD WALL AND STONE
—__ _§| _ FLOW wiVERT FLOW INVERT 2250 uPVC \ y \ een ee UK , 4 CEN RANE. s
Sg SER _ aw ei ove as \ sw 2258 u , \ p 3009 uPVC =| IL: 11.020 en | whs SCOUR PROTECTION
Nome bs ‘ a ae Se ee si ine ES | i RP106085
WE © SS FLOW INVERT S—\ N. sy PS) : MPSS ON GPS] | y
NOS iS \ ~SS we too-~ - yr SL. 13.030), X Ss \ We | C7
Sot ' = = = - —— ~ PROVIDE 2.5m WIDE RAMP FOR
\ i ——— L LL. 12.200f SS—= TT NZ, : x
I\. S|_ > op itih ~ ——} nest Jo& ZS MAINTENANCE ACCESS INTO
- / I ~ = | . a 4 | \ wwee<T] i \/S BIO/DETENTION BASIN
LYS PEL: 16.600 ® 7 Ya TH401 1 OL 1H301 ! f \ Lew] - 7 | 7 &| Ls é
SS 2. SDA Oe Fv SA cy 1 tS |
\ FPL: 16-450 7 % | © FEL 16.300. 4) FFL:19.000 1) eraseoqf_ — wt — Is ( VS fe “eS PAVEMENT LEVELS AND BREAKS IN
(FPEA6: a so 10bb lL 6.150 4h FPL:14.850 of) BE B80 pe ts YT o- \ KERBING TO ALLOW OVERLAND
2|\ | Wa Ae J, PES ee 7 BT FLOWS INTO DETENTION BASIN
I > | T ee Hl ZN = 7 | —_— —< — 5910 35” — — ~ ~ J ae
/ . oo Se | 23 \ ABS a G LD SW/EX sw/er oa076 SW/EX we
hp TH POF AW
‘ TH402 . T OY |
FLA16. yy >, | TH302. / A PROPOSED BLOCK
FPL 300 | | FAL: 16.450 i Fri:15.000 4 24 sg , m BOUNDARY WALL
2A att un | Me FPL: 16.300 Pt aN ISL. 14.800} FPL 44 opt {P| | “ Xe
iL 14,250 F Vi $890 BH | |. oN
\ | < \ Is i“ EXISTING
~s, rae | P2_ | nibs SATS ali 7) \ / Ye \ oo ay | 2 re CO | 7 INTER- ALLOTMENT
; SL. 16.250 OPT 11 ty TH303 Pra S 99 x Y DRAINAGE
FFL: 16900 cl ficiseso] 7. FFL16.450 r 1 Wd FFL-15,000 «fl = SP 106085 <
FPL: 16.450 S| €PL:16.300 18 | FpL12.850 | Al LOT 99 C
x SS \ / | \ \3 oe | \ EI \ RP106085 \
‘ / x } \ \ x
ra | MH Vo iN 2 \ \
S i\ | V/ VLA HE Ma af bg x
AN r\ | TH404 ! \\i an 1\ a
APT504 1 . \ \ ce . x AIS
( / . . \. ; . | v7 \ LAN “<
FFL: 16.700 gio EL 16.400 ay) ver ZS rd
16.550 eS 77% FPL: 16.300 ail] vv £L: 15.000 g
Le t im — \ \ a. ‘ J * /
KXXXS | _ ne x] iH fo | FPLNG890, & Il he
ys \ IL. 15.800 E¢: \ iN | | by SL CPtee HL" x
Or N cP c J59 1035" 84.963 ~~ SO Bec iet—-—-___
Ti = - SS = = = - pe ee - 5 —-_
as . o> ie
f Js XT —_ * \ x
HATCHING INDICATES ROOF I | \ :
STORMWATER TO BE DIRECTED 10
HARVESTING TANK. FINISHED SURFACE LEVELS REAR OF UNTS DRAINED VA
ALONG SIDE BOUNDARY 10
FALL TOWARDS DRIVEWAY INTERCONNECTING DRAIN TO E Revisions for Council RFI 19.05.22
SITE DRAINAGE TYP. D OPERATIONAL WORKS ISSUE 05.04.22
Cc THO6 /07 /08/09 REVISED 09.03.22
B BINS MOVED TO FRONT OF SITE 22.02.22
- THIS PLAN TO BE READ IN CONJUNCTION WITH ROOF DRAINAGE ALL GRATED STORMWATER PITS WITHIN DIVEWAY A___| MAINTENANCE RAMP ADDED 11.02.22
ramp... ‘INDICATES DIRECTION OF RAMP UP OR SHE PLAN SITE STORMWATER DRAINAGE PLAN SCG CONSULTING ENGINEERS STORMWATER ROOF DRAINAGE BY HYDRAULICS CONSULTANT, | TO BE FITTED WITH OCEANAGUARD GPT INSERTS Revision | Description Date
DOWN AS INDICATED Scale 1: 200 MANAGEMENT REPORT 31131(SWM) ROOF ORANAGE FOR THO THO3, 17, M18, Issue:
6p-200 DOO(W) GRATED DRAIN WTH HEAVY 15kL STORAGE TANK AT THE FRONT OF THE SITE, FOR APPROVAL
200 ) GRR THE REMAINING ROOFS TOP BE CONNECTED TO
(Oo . ALL SERVICES SHOWN ON THIS PLAN INDICATIVE SW PITS WITHIN THE DRIVEWAY DO NOT SCALE FROM THIS DRAWING
ONLY CONTRACTOR TO LOCATE ALL SERVICES The design and associated details contained on this and associated
drawit ‘ight and t to be id duced without
sw INDICATES STORMWATER DRAIN PROPOSED errs Ae tO BE ROR OED NL ALL the wate porkebn of SCS Consitng Engnesrs
AS NOTED MIN 1 IN 100 FALL UNLESS ACCORDANCE WTH THE AUTHORITY
NOTED OTHERWISE RESPONSIBLE FOR THE SERVICE a. Unit 1/11 Project Ave,
Noosa Heads
e-sw INDICATES ROOF STORMWATER DRAINAGE . ) SCG Ph (07) 6458 5604
—~ e emall:[email protected]
—_ LINE TO HYDRAULIC DESIGNERS DETAILS. 2 ee webs scg-engineers.com
E INDICATES OVERHEAD ELECTRICITY Title:
SUPPLY LINE
KEY SITE STORMWATER
INDICATES TELSTRA LINE APPROX
' ALIGNMENT, BUILDER TO CONFIRM EXACT EX. SWPT EXISTING STORMWATER PIT DRAINAGE PLAN
LOCATION PRIOR TO WORKS RC. HW. REINFORCED CONCRETE HEADWALL
EX. SMH EXISTING SEWER MANHOLE Project
INDICATES EXISTING SEWER LINE E.0.B. EXISTING EDGE OF BITUMEN _ '
INDICATES POSITION OF RETAINING WALL ASL, NATURAL SURPACE TEVEL 89-95 Eumundi Noosa Re,
NS.L. NATURAL SURFACE LEVEL
RW —— REFER EARTHWORKS DETAILS FH, FIRE HYDRANT NOOSAVILLE
TP TELSTRA PIT
—— swale INDICATES ALIGNMENT OF SWALE AND EP. ELECTRICAL POWER POLE Date: pari) 29 Drawn <p | Design op
DRECTION OF FLOW, REFER TYPICAL KERB —_EXISTING KERBING Checked: rg No. =
0 2 6 8 10 |
hunnnt-——1_?>——7_'tm1:200 @ At es] RPEQ 5835 31131 SWI 1 F
1:400 @ A3 J § Richardson ~ . .
Page 15
BIO-RETENTION
BASIN
THIS BIO-RETENTION BASIN REDUCES
THE POLLUTION OF OUR WATERWAYS
BY REDUCING THE AMOUNT OF HEAVY
METALS, LITTER, SUSPENDED SOLIDS
AND NUTRIENTS DISCHARGED INTO
OUR WATERWAYS.
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 — At
FINISHED LEVEL
AS PER PLAN.
GATE/UID (HOT DIP GALV
WHERE STEEL) TO
/ ENGINEER'S APPROVAL.
IL. AS NOTED
ON PLAN.
R10 GALV DOWELS @ 400
400(L) EPOXY GROUTED
100mm MIN INTO PIT.
TELLAM PRE-CAST ——=
PIT OR EQUIV.
THKNESS AS AS NOTED
PER MANU. _ |_| | _ON PLAN
PRE-CAST STORMWATER PIT SECTION
RC CONCRETE HEAD WALL
WITH STONE PITCHING
SCOUR PROTECTION FOR
EVEN FLOWS INTO
BIO-RETENTION BED.
SW FLOW DISPERTION — RC _HEADWALL
TIMBER PALING FENCE
TERRACE SLAB PROVIDE SLEEPER ALONG
BASE OF PALING FENCE TO
AS PER PLANS
se [Reva FLOWS WITHIN
re Mh: SWALE
SWALE DRAIN,
REFER DETAIL
/B\ REAR DRAINAGE SWALE
\CSWATYPICAL SECTION
GRADE STONE PITCHING FOR
EVEN FLOW INTO
BIO-RETENTION BED.
TTT ZT | ====7
R12 GALV DOWELS @ 400 7
400(L) EPOXY GROUTED
100mm MIN INTO PIT.
BLOCK RETAINING
WALL SURROUNDING
BIO-BED /DETENTION
BIO-RETENTION BED
AS PER PLANS &
GATE/LID (HOT DIP GALV
-—— WHERE STEEL) TO
ENGINEER'S APPROVAL. —
FINISHED LEVEL OCEANGUARD PIT INSTALLED AND
;——— MAINTAINED TO MANUFACTURERS
AS PER | SPECIFICATIONS.
i
BLOCK RETAINING WALL
SURROUNDING DETENTION
BASIN/BIO-BED 1:50
OVERALL
DEPTH
\ IL’s AS NOTED
ON PLAN.
/-—\ GPx WITH OCEANGUARD PIT INSERT
\ 7 TPICAL DETAIL
DRIVEWAY PAVEMENT. REFER
DRIVEWAY & ACCESS PLAN
[ FOR REINFORCING.
st
a
300mm MIN THK COMPACTED
GRANULAR MATERIAL UNDER SLAB.
TRAFFICABLE AREAS
@— MIN 98% FIELD DENSITY THROUGH
BACKFILL DEPTH. D>900mm
NON-TRAFFICALBE AREAS
COMPACT IN 150mm LAYERS D>400mm
DRAINAGE PIPE SIZES ——
AS NOTED.
———_]
APPROVED COMPACTED
BEDDING SAND.
/-- SW PIPE TRENCH/PIPE BEDDING & BACKFILLING
\ / UNDER PAVEMENT TYPICAL SECTION
THIS PLAN TO BE READ IN CONJUNCTION WITH
SCG CONSULTING ENGINEERS STORMWATER
MANAGEMENT REPORT 31131(SWM)
LOOSE STONE PITCHING WITHIN
1000mm_ WIN SWALE OVER GEOTEXTILE BLANKET
PROVIDE TURFING OUTSIDE
BIO-RETENTION FILTER AREA.
: FILTER MEDIA
wy LAYER — 400mm
a PIPE TO Ly y
Wie OUTLET a TRANSITION
zz ee LAYER - 100mm
ZS => Hz Ye
52 as _
i eu
ee oT DRAINAGE
—_ () a LAYER — 150mm —
100mm CLEAN COARSE
SAND TRANSITION
LAYER (HATCHED).
| —~
VEHICLE GUARD RAIL IN
ACCORDANCE WITH AS2890.
STANDARDS.
MINIMUM HT OF
BLOCKWALLS (NON WEIR)
180 DIAM. ORIFICE TO
SIDE OF INLET PIT FIT
WITH MESH BASKET
RL11.50 MIN SURROUND
BIO-RETENTION FILTER MEDIA &
BATTERS TO BE PLANTED IN
ACCORDANCE WITH AUSTRALIAN
RL10.00
WwW
GEOFAB
2250 uPVC COLLECTOR
(3B PIPE LAID FLAT.
< AS PER PLAN
ELLLLELA SCLLYLLE
=< IL 923m
SLOTTED 100¢ uPVC PIPES 750
CTRS SET IN 150 THICK 5-7mm
CLEAN GRAVEL DRAINAGE ye
(A BIO-RETENTION PIT DETAIL
XSW SECTION
GALVANISED KERB ADAPTOR TO LOCAL
AUTHORITY STANDARDS AND IPWEA
STD. DRG SEQ-RS-081. CUT OUT
LAYBACK KERB AS NECESSARY TO
INSTALL GALVANISED KERB ADAPTOR
WITH NEAT, TIGHT FIT.
INSTALL REECE 'RHS TO PVC
ADAPTOR’ (PROD. CODE 304284),
OR APPROVED EQUIVELANT AS PER
MANUFACTURERS SPECIFICATIONS.
100 DIAM uPVC CONNECTOR
PIPS
SECTION DETAIL
Q100 LEVEL RL11.14m
900 SQ GRATED SW INLET
PIT WITH RAISED DOME
GRATE, SET TOP OF PIT
1mm ABOVE FINISHED
SURFACE IN BED
EXISTING 225 DIAM.
PIPE TO GP1.
UPGRADE TO 300 DIAM
300mm WIDE SCOUR
PROTECTION BETWEEN BLOCK
WALL AND BOUNDARY
2/125x75. x4.0 RHS
H.D. GALV. PIPES ACROSS
FOOTPATH/VERGE.
LAY BACK KERB ADAPTOR TO
EXISTING KERB DETAIL (RHS).
TRUNK DRAIN AS INDICATED
——
/—— REAR OF UNIT DRAINAGE PIT
\.=/ TYPICAL SECTION
TYPICAL SECTION VEGETATED SWALE
ON PLAN
KERB OUTLET (2)
BLOCK RETAINING WALL
SURROUNDING DETENTION
BASIN/BIO-BED WEIR WALL
HT INDICATED
R.P. BOUNDARY
PROVIDE ABOVE SIGN IN BIO-BASIN
EXISTING GROUND
(APPROX. R.L. 10.25)
A
Revisions for Council RFI
49.05.22
Revision
Description
Date
Iss
* 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.
DEBUILD T/A
C) S06
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
email:[email protected]
web:www.scg-engineers.com
ABN 40 098 481 299
Title:
STORMWATER DETAILS
Project
89-93 Eumundi Noosa Rd,
NOOSAVILLE
Date: Apri 22 Drawn SR Design SR
0 1 2 3 4 5 +100 @ At Checked: Drg No. Rev
Ru
Facaron |) |OT1S1-SW1.2 | A.
Page 16
.26
15
WM
WM
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
SUB-CATCHMENT B TO DRAIN VIA
DETENTION AND BIO-RETENTION BED AND
EXISTING INTER-ALLOTMENT DRAINAGE
CONNECTION POINT
EXISTING SWALE FORMATION
RETAINS STORMWATER SURFACE
RUNOFF WITHIN THE SITE
EXISTING INTER-ALLOTMENT
DRAIN CONNECTION POINT
INCLUDING GRATED INLET PIT
----4
EXISTING BUNDING ALONG
REAR BOUNDARIES RETAIN
STORMWATER SURFACE
RUNOFF TO WITHIN THE
SITE
SUB-CATCHMENT A TO DRAIN
TO NOOSA EUMUNDI ROAD VIA
TH303
KERB CONNECTORS Ui.
SUB-CATCHMENT_ AREAS
AREA A: 1100m?
AREA B. : 3040m?
YL
YLLILLLLL LL LLL LL
Lisa EXISTING CATCHMENT AREAS
4 EXISTING SITE : 4148m?
| | EXISTING INTER ALLOTMENT
| DRAIN WITHIN EASEMENT A
|
° -! ~! | 20.1m | 116.9m 418.5m kyz.0m
NEIGHBOURING SITE CONTAINS AND DRAINS
SITE PLAN — PROPOSED STORMWATER CATCHMENT AREAS SITE PLAN ~ EXISTING STORMWATER CATCHMENT AREAS TO WTHIN STE AND VA WTER ALLOTE
Scale 1: 400
TO WITHIN SITE AND VIA INTER ALLOTMENT
Scale 1: 400 DRAIN WITHIN EASEMENT A
EXISTING COUNCIL STORMWATER
INFRASTRUCTURE ASSESSED
x oo
2
Ge-) KERB INLET
gw? GRATED PIT
SL 6.29
ee = = 5 "
35.20 4500 M113 4500 | 8 MB
MANHOLE ae lng 76
HEADLAND DRIVE SL 9.52 [s
An
jh v2.ayf MANHOLE
; S Mn ook SL 8.34
oe ( dng is >
87/79RP71151
P INTER ALLOT
GRATED PIT
ALLOT
oP
“OM,
LEVELS BY DAVID LAU SURVEY'S Issue:
' 9/97SP106085 FOR APPROVAL
DO NOT SCALE FROM THIS DRAWING
SITE PLAN — COUNCIL INFRASTRUCTURE SURVEY
The design and associated details contained on this and associated
drawings are copyright and are not to be used or reproduced without
Scale 1: 500 the written permission of SCG Consulting Engineers.
1
t
| Revision | Description Date
1
t
1
1
t
Unit 1/11 Project Ave,
ff “ Noosa Heads
| Ph (07) 5455 5604
CONSULTING email:[email protected]
web:www.scg-engineers.com
ENGINEERS few 9
DEBUILD T/A
SITE PLAN — LOCALITY COUNCIL INFRASTRUCTURE PLAN THIS PLAN TO BE READ IN CONJUNCTION WITH
Title:
Scale 1: 500 SCG CONSULTING ENGINEERS STORMWATER
STORMWATER DRAINAGE
MANAGEMENT REPORT 31131(SWM) SUB—CATCHMENT PLANS
www.dialbeforeyoudig.com.au
DIAL1100 ma
89-93 Eumundi Noosa Rd,
NOOSAVILLE
BEFORE YOU DIG
Date: Apri 22 Drawn SR Design
Checked: Drg No.
SRicadson |) | O1131 -SW1.3
SR
Rev.
.
Rev,- 10.06.16