Original source · versioned page text
Civil Plans SCG 31131-OPW-2022.04.05.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
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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
FEE
24
a.
COVER SHEET
CONSTRUCTION NOTES
EXISTING SURVEY & SERVICES
SILT & SEDIMENT EROSION
EARTHWORKS PLAN
EARTHWORKS SECTIONS
BUILDING PADS
RETAINING WALLS
VERICLE 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: s contained on this and associated
COVER SHEET
Project
89-93 Eumundi Noosa Rd,
NOOSAVILLE
Date: Apri 22 Drawn SR Design SR
. Checked: Drg No.
| Skeradson |) | 51151 -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): 190mm U.N.O.
FOOTPATHS: 125mm _U.N.O.
3. CONCRETE IN ACCORDANCE WITH AS360 AND AS1379
AND MINIMUM STRENGTHS AS FOLLOWS:
PAVEMENT (VEHICLES): 52 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).
PAVEMENTS © - 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
STEELWORK :
1, ALL WORKMANSHIP INCLUDING FABRICATION AND ERECTION SHALL BE IN
ACCORDANCE WITH AS4100 & ASS131 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 AS5S131)
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 40 098 481 299
Title:
CONSTRUCTION
NOTES
Project
89-93 Eumundi Noosa Rd,
NOOSAVILLE
Date: Apri 22 Drawn SR Design SR
. Checked: Drg No. Rev.
| Skeradson |) |ST1ST-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]
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 wy
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 TO
THE PRE-START WORKS MEETING WITH COUNCIL.
EXISTING SURVEY INFORMATION DOESNT INDICATE
EXISTING WATER MAINS. UNITYWATER MAPPING
INDICATES A 300 DIAM. RISING MAIN PLUS 100 DIAM
MAIN. CONTRACTOR TO LOCATE AND PROTECT
THROUGHOUT WORKS.
LEGEND
_--777 INDICATES EXISTING SURFACE CONTOURS
48.07 AND LEVELS TO AHD.
418.0 EXISTING SURFACE SPOT LEVELS.
— ———_ INDICATES OVERHEAD ELECTRICITY
SUPPLY LINE
— SW/EX
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
KE
EX. SWPT EXISTING STORMWATER PIT
RC. HW.
EX. SMH
E.0.B.
K&C
N.S.L.
FH.
TP
EP.
KERB
REINFORCED CONCRETE HEADWALL
EXISTING SEWER MANHOLE
EXISTING EDGE OF BITUMEN
EXISTING KERB & CHANNEL
NATURAL SURFACE LEVEL
FIRE HYDRANT
TELSTRA PIT
ELECTRICAL POWER POLE
EXISTING KERBING
1113.47
(From Unity Water Records) “\
N x \ er ” Wotep
\
\
\
\
2
0°
+
SITE PLAN — EXISTING SURVEY AND SERVICES PLAN
Scale 1: 200
. EXISTING SEWER MAIN WORKS REFER
Ҥ \ \ BAX ENGINEERING FOR RELOCATION AND
\ CONNECTION REQUIRMENTS/DETAILS
Floor Level RL16.57
_ 79°10°00" 95.916
Floor Level
RL13.47
ans x | 9.9M
«® RP BOUNDARY
“TTS
: +
o \
\ Lot 1 (#93)
Ng RP130594.
ALL SERVICES SHOWN ON THIS PLAN INDICATIVE
ONLY. CONTRACTOR TO LOCATE AND POTHOLE
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
Lot 80 (#89)
—— 0% we po \ Yo
| EX. SMH Sewer Manhole
\ { es iN3.47 ©
\ \ “ (From Unity Water Regords)
° Obviously incorrect but
\ \ \ » confirm as manhole is full ef water
\ \
Lot 81 (#91) ,
82
SP120~_
EXISTING
INTER-ALLOTMENT
DRAINAGE
Revision | Description Date
“FOR APPROVAL
DO NOT SCALE FROM THIS DRAWING
The design and associated details contained on this and associated
drawings are copyright and are not to be used or reproduced without
the written permission of SCG Consulting Engineers.
email:[email protected]
DEBUILD T/A
aN Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
web:www.scg-engineers.com
ABN 40 098 481 299
Title:
EXISTING SURVEY PLAN
Project
89-93 Eumundi Noosa Rd,
NOOSAVILLE
Date: Apri 22 Drawn SR Design SR
Checked: Drg No. Rev.
Srchordsn |) |OLTS1 -OW1.1 -
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
81 on RP71151
Level Datum AHD
Cooloola Land Surveys Pty Ltd
Drg No. 21215DET
HEIGHT DATUM
Lot 1 on RP130594 & Lots 80 &
Level Origin PSM115316, RL 3.593m ay
Survey information provided by Noosa
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.
48.07
+180
— Sw/eEx
——— — sit
LEGEND
INDICATES EXISTING SURFACE CONTOURS
AND LEVELS TO AHD.
EXISTING SURFACE SPOT LEVELS.
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
SILT RETENTION FENCE TO DETAIL
900(W) GEO-FABRIC SILT FENCE,
FIXED TO SPIKES AND BURIED ——-
300 INTO STABLE GROUND.
1200(L) 50 SQ. HOWD
SPIKES, 1800 CTRS DRIVE
600 INTO GROUND.
SILT FENCE DETAIL
| .
/ | x oo / SIL — ~~ EXISTING SITE DRAINAGE GULLY PIT PROVIDE
— Ae —_ SILT BARRIER SURROUNDS DURING
| xix Poe =I | CONSTRUCTION OF DETENTION BASIN
. ee > \ RETAINING WALLS. FULL INFLOW CAPACITY TO
ee So - 's | \ BE MAINTAINED DURING CONSTRUCTION
x 49101007 292 “SIL T | ° °\ mes x
. ey | BLOCKWORK WALLS FOR DETENTION \
us ae SIL . \ (489) FONE AND BIO-RETENTION BED _ »
2 eee NN Lot 89 ; CONSTRUCTED TO CREATE \. \ * CS /
<\\ I Te | \ RP7119 SILT/SEDIMENT SETTLEMENT BED TO \ ~x
a SIL | + | \ oe SERVE TE THROUGHOUT . jx SLOTTED 150 DIAM PIPES
e =e 2 \ + CONSTRUCTIQN WORKS. PROVIDE GAPS AT 1.5m CIRS WITH 298
DARN ‘ oT . | \ Lv om
QUN — Q IN WALLS TO ALLOW SURFACE RUNOFF
RP B : \Li— ~ | S DIAM MANIFOLD CONNECTING
_ SSS 2 | \ \ INFLOWS INTO THE BED. \ eet ate PIPES TO EXISTING PIT
oo ( Q \ : \ sewer Nan —
— \ oO Field Inlet \ \ \ \ NX ©
\ oe \ \
\ “6 \ * \ \ .
80-120mm ROCK (NO FINES) \ + at \ \\
HARD STAND OVERLAY \ s \ < * x
FOR“DELIVERY’S DURING \ \ \ A/G MO
CONSTRUCTION. TYPICAL. \. \ oo s \ FE / SILT FENCES 10 DIVERT
\ oN 79100 \ B FLOWS INTO CONSTRUCTED
\ \ 95912 \ Ne S DETENTION BASIN.
4 rN 414.88 \ Na vd
& XN —_ Q
1 HI \ \ we \ \ wo — 7 . i £
HL : + \
PROVIDE RUMBLE GRATES NO +
|| [Pt DURING SITE BULK ie \ NUL Hv sy ea
IHL EARTHWOR emery 2 \ “ S bf],
IL “hore \ ~ ‘ wey 7
e \ + 0 eB ow/eX MAINTENANCE OF SILT PROTECTION
PU X “xz — _, ee x SITE FOREMAN TO MAINTAIN ALL SILT AND SEDIMENT PROTECTION
. pew awe MEASURES THROUGHOUT THE DURATION OF THE PROJECT. ANY
_ ure 73,918 x BREACHING OF THE PROTECTION MEASURES MUST BE REMEDIATED
sw Ent EE x * / IMMEDIATELY AND REPORTED TO THE ENGINEER FOR CORRECTION
é MEASURES. SILT RUNOFF PROTECTION IS TO BE MAINTAINED UNTIL
J \ x SUCH POINT THAT LANDSCAPING IS COMPLETED AND NOT
\ 15.13 a Jf ~™ SUSCEPTABLE TO STORMWATER SCOUR.
\ \ Sewer Manhole .\
Z SY DUST MOBILISATION FROM WIND ACTION
x “ SITE CONTROL TO INCLUDE PROTECTION AGAINST THE CARRIAGE OF
99 \ \ SOIL SEDIMENT FROM WIND ACTIONS. SITE FOREMAN TO COVER ALL
SP106085 x * STOCKPILES WITH HESION OR SIMILIAR, PROVIDE SILT FENCING
NK \ AROUND BASE OF STOCKPILES
x
\ > C ;
KR \ x ~ \. x
. A
fo x
% SITE DRAINAGE — CONSTRUCTION
ENSURE GROUND PROFILE DURING CONSTRUCTION FALLS
ee TOWARDS THE CENTRE OF THE ALLOTMENT THEN TOWARDS
~ THE REAR BOUNDARY WHERE RUNOFF WILL DRAIN THROUGH
. x THE SILT POND & SILT FENCES. IN NO INSTANCE SHALL
KR / THE ALLOTMENT DRAIN INTO NEIGHBOURING ALLOTMENTS.
NSO * 82
SITE DRAINAGE — CONSTRUCTION
SP138388 CONSTRUCTED STORM WATER PITS WITHIN THE SITE
ARE TO BE COVERED UNTIL THE SITE IS COMPLETED
OR 10 BE FITTED WITH SILT PROTECTION MEASURES
TO THE APPROVAL OF THE ENGINEER
x
x
x
\ RP129020
\ x
x \\ -
~ RAISE EXISTING PIT INFLOW LEVEL — —
IF REQUIRED TO ACHIEVE SEDIMENT SETTLING POND MIN 80m? PLAN AREA Revision | Description Date
SETTLING DEPTHS, PROVIDE SILT 20-40mm GRAVEL OVERLAYING THE SLOTTED Issue:
FENCE SURROUND PIPES, OVERLAY GRAVEL WITH GEOFABRIC BLANKET,
EXTEND UP EDGE BERMS & PIN TO GROUND, FOR APPROVAL
SLOTTED PIPES AS BUILDER TO REPLACE GEOFABRIC AND REMOVE
NOTED ON PLAN, SINGLE CAPTURED SILT AFTER STORM EVENTS OR AS DO NOT SCALE FROM THIS DRAWING
SITE PLAN = SILT & SEDIMENT EROSION PLAN CONNECTION POINT T REQUIRED. The design and associated details contained on this and associated
: EXISTING SW PIT drawings are copyright and are not to be used or reproduced without
Scale 1: 200 DETENTION BASIN the written permission of SCG Consulting Engineers.
PERIMETER BLOCKWALLS | ;
CONSTRUCTED FIRST TO [| INFLOW Ba Neooe eae
EXISTING STORMWATER ESTABLISH THE \ SEDIMENT | | <— SCG
INLET SEDMENT BASIN rpaaaaa SETING 20. | 5 snatsnso engin
3 b:www.scg-engineers.com
SILT RETENTION, egg Nf NATURAL SURFAQE d fon coon a8
THE CONTRACTOR IS TO INSTALL APPROVED _ VOT 7 Tit
SILT RETENTION FENCES PRIOR TO _-7 We:
COMMENCING ANY EARTHWORKS. THE FENOE --7 O WAS 10 ALOW SITE SILT AND SEDIMENT
So = INFLOW INTO BASIN
LOWEST BOUNDARY AND RETURNED UP SIDE LI CONTROL
BOUNDARIES TO ENSURE FULL STORMWATER
ENTRAPMENT. SURFACE RUNOFF FROM OUTFLOW Project
WITHIN THE ALLLOTMENT MUST DRAIN .
TOWARDS THE FENCE AND SHALL NOT OUTFLOW FROM PIPES 89-93 Eumundi Noosa Rd,
ENTER NIEGHBOURING ALLOTMENTS PROVIDE SILT FENCE AROUND PASTING SHALE DRAWN NOOSAVILLE
THROUGH THE USE OF SURFACE BUNDING INLET AS PER DETAIL ON THIS
OR SCOUR PROTECTED DRAINS. THE FENCE SHEET. Date: April 22 Drawn SR Design SR
MUST REMAIN IN PLACE UNTIL SUCH TIME
THAT FINISHED LANDSCAPING AND PROTECTION OF EXISTING STORMWATER PITS TYPICAL SECTION SEDIMENT BASIN. Checked: Drg No. Fev
DRAINAGE. MEASURES ARE INSTALLED. fnnnnt——1_ 8 Pm1:200 @ At} appeg sa35
1:400 @ A3 A S Richardson 3 | 3 -OW2.1 .
x*
x
x * #87 Lot 79 CONSTRUCTED SEDIMENT
RP7/71151 BED TO DETAIL MIN 80m2
x PLAN SIZE, OUTFLOW TO
x EXISTING SITE. DRAINAGE
x SILT FENCES TO DIVERT
FLOWS INTO CONSTRUCTED
DETENTION BASIN.
GULLY PIT 24
/ 101
// SP106085
or
‘¥ x
xx
Page 5
.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
Drg No. 2121SDET
HEIGHT DATUM
Lot 1 on RP130594 & Lots 80 &
Level Origin PSM115316,
Survey information provided by Noosa
Cooloola Land Surveys Pty Ltd | /
RL 3.593m
48.07
__ 30h +
418.0
RAMP. sx.
YD
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
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 |
Ar/O BY
\
BLOCKWORK RETAINING WALL SURROUNDING
BIO-RETENTION BED TO CREATE STORMWATER
DETENTION REFER STORMWATER DRAINAGE
PLANS, CONSTRUCT FIRST PRIOR TO
CONSTRUCTION COMMENCING ACROSS SITE 10
ESTABLISH SEDIMENT BASIN
4
# ° ey £
xX Rl
cal a ve & _78'10'00" 95.916 Po oe S Oo
== == : © ‘ el 366, — 4 ot ~) aan we é / 410.94 rt
— ‘A104 __ — === === aii === 2 | 2 -0.723
[SS 0.176 0.807 . i ¢
0369 0.400 0.263 0.214 1.250 | | -0.149 = 0.696 e
- 0.525 0.933 0.774 | {
\ -
0.482 1.429
i \ -0.861
t= 1.140
| 1 | —=
1 |
: <i) 0.006) 28 -0.078 0,649 0) aT 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 100
=0.183 -0.114 | RP106085
\
0.450 NL 1085
0.520 . 0.431 :
0.277 ~0.533 0.188 0.860
- a F 13.13 7 a aT aE* NL _ y _
| 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,
SF 0146 REFER SECTION C-C FOR
* DETAILS.
0.690
0.520
~0.702 ~ —0.142 -0.655
0.764 -0.331 0.892
=0.155 ~ =0.497 0.257
Y 0.298 oO > .
yy \ \ Ne FAL
I>.
ae <
N
<All osqr10'35" 4.963 All
CONTRACTOR TO PROTECT ALL EXISTING
NEIGHBOURING STRUCTURES FROM
UNDERMINING DURING CONSTRUCTION
REFER CRITICAL DEPTH LINE DIAGRAM DRG
OW3.4
FINISHED SURFACE LEVELS
ALONG SIDE BOUNDARY TO
FALL TOWARDS DRIVEWAY
SITE PLAN — BULK EARTHWORKS
Scale 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
SLAB AS DETAILED
IN STRUCTURAL
DOCUMENTS
FFL AS
vw NOMINATED.
4
a
BLOCKWORK RETAINING WALL AT EDGE OF
UNIT TERRACE AREA SET IN FROM REAR
BOUNDARY, MAINTAIN EXISTING SURFACE
LEVELS BETWEEN WALL AND BOUNDARY
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
W.M. WATER METER
KERB EXISTING KERBING
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,
4 Noosa Heads
FL. | < | ') SCG smal sannsoyengrees om
S/EX INDICATES EXISTING SEWER LINE O/T 2 Nes? CONSULTING wena scp-ngineers.com
° AW ep as g
w INDICATES WATER MAIN APPROX . NOMINATED. Title:
ALIGNMENT, BUILDER TO CONFIRM EXACT 7 [eh BULK EARTHWORKS
LOCATION PRIOR TO WORKS 4 ra
1 INDICATES TELSTRA LINE APPROX | "SX FOOTING As
ALIGNMENT, BUILDER TO CONFIRM EXACT DETAILED IN Project
LOCATION PRIOR TO WORKS STRUCTURAL THIS DRAWING AND ASSOCIATED DETAILS .
- DOCUMENTS MUST BE READ IN CONJUNCTION WITH THE 89-93 Eumundi Noosa Rd,
- NOTES CONTAINED ON 31131-N NOOSAVILLE
_ INDICATES STORMWATER DRAIN EXISTING
SW/EX AS NOTED c “EN LEVELS DIAGRAM
TYPICAL SECTION Date: Apri 22 Drawn SR Design SR
INDICATES POSITION OF RETAINING WALL 7
Rw —— DRG OW3.4 FOR DETAIL 0 2 4 6 8 1041-000 © AT . Oe Drg No.
1:400 © A3 : S Richardson jl | J —OW3.1 .
Page 6
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.
Srchorisn | |OL1S1 -OW3.2 -
Rev, - 10.06.16
Page 7
.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
Survey information provided
Drg No. 21215DET
HEIGHT DATUM
Lot 1 on RP130594 & Lots 80 &
Level Origin PSM115316, RL 3.593m
Cooloola Land Surveys Pty Ltd
by Noosa
4.07
__ 30h 5
4480
RAMP. x.
ww NT IIOI BY
. K ae J
wd
Ow
—— RW —— RW
AL p59'10
6:im_MIN
an
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
SITE PLAN — BUILDING PAD LEVELS
Scale 1: 200
S/EX
Sw
—— Sw/EXx
RW
I>.
35" 4,963 <All
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
INDICATES OVERHEAD ELECTRICITY
SUPPLY LINE
INDICATES EXISTING SEWER LINE
INDICATES SEWER LINE PROPOSED AS
NOTED MIN 1 IN 60 FALL UNLESS NOTED
OTHERWISE
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 PROPOSED
AS NOTED MIN 1 IN 100 FALL UNLESS
NOTED OTHERWISE
INDICATES STORMWATER DRAIN EXISTING
AS NOTED
INDICATES POSITION OF RETAINING WALL
DRG OW3.4 FOR DETAIL
SLAB AS DETAILED
FFL AS
tas
| ° IN STRUCTURAL
DOCUMENTS
yw NOMINATED.
ye
aed TX _ FOOTING AS
DETAILED IN
STRUCTURAL
- DOCUMENTS
( wr LEVELS DIAGRAM
TYPICAL SECTION
NOMINATED.
a ea wt __ ft 79°10’00” 95.916 oe 2 oe
RW ——R RW_——-RW_—— RW a eel
2 RW —— RW —— RW —— RW ——RW ——R'
RW —— RW —— RW — — RW —— RW —— RW ”
| 2 a |
L =
2 2 8 |
| | aw 2
RW —— RW
a
2 3 |
| | | YF
2 2 NHI
1 | | | = 2
|
| (Tt |
| | = 2
: Ai) = | .
— ~Te 10°08
<i cc 912 |
SA x S/EX S7EX S7EX S7EX STEX S7EX S7EX SE SEX S/EX [ SXKX DJ S/EX S/EX s/f _\
= =| LY A ~
& ——— = z LOT 100
6S] £ €
3 § RP106085
RW —— RW —— RW
RW RW —— RW —— RW RW RW RW RW
—— T's"
59°
SW, SW, SW,
PX aT EE ek 23.976
THIS DRAWING AND ASSOCIATED DETAILS
MUST BE READ IN CONJUNCTION WITH THE
NOTES CONTAINED ON 31131-N
finnnn-—t_ p+ ‘'m1:200 © Al
1:400 © A3
Rev. - 10.06.16
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
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.
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:
BUILDING PAD
EARTHWORKS LEVELS
Project
89-93 Eumundi Noosa Rd,
NOOSAVILLE
Date: Drawn
April 22 SR
Design
SR
Drg No. Rev.
re # 31131 -OW3.3} -
Page 8
.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
1.73 ABN 40 098 481 899
1.
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
z : 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
ey K & C EXISTING KERB & CHANNEL
| NS.L. NATURAL SURFACE LEVEL
.
BEFORE YOU DIG / ’ FH FRE HYDRANT
EP. ELECTRICAL POWER POLE/PILLAR
/ TS. TRAFFIC OR STREET SIGNAGE
| Ar / ttl f. RP} WM, WATER METER
| | Z / KERB _EXISTING KERBING
x v
HEIGHT DATUM Lx oe _ xk |g
Lot 1 on RP130594 & Lots 80 & . : 7 , 79'10'00” 95.916 eo eS ss ‘ if
ot 1 on ots _ Se — — 4 _____— .
ew ew Sew ew ew a ? (BLD) - / /
81 on RP71151 (BLD | BLD Lp). » 2 (BLD) ew eh —/ ew —— ew — ew —— ew
Level Datum AHD on — =" / (81) | rw —eABLD) | an TI |
Level Origin PSM115316, RL 3.593m ~ ( / I | | iB
Survey information provided by Noosa C ~ Wi F 2 z i (
A > | ly} \ L \ Doro AL. BLD ay -
coolio es Pty Ltd Ss | Yj Y GE W | | | Ny Oo ew \— (8 D) = 1
rg No. KR a : , % Y Y Z nee Vt 2 = 47 \ J aj \ |
So | 7 \ \ &
wo ON THo2 THOS Oo) Ht I | ian OA THO6 THO? \ sH08 \ \
Pyar ft FFL: 15.900 FFL: 15.900 FFL: 15.500 FFL: 15.050 2 ef rel t4 “FFL 3.400 FFL: 13.400 RFL:12.600 ~
ae . FPL: 1 4 90 , FFL: 000 Y \4 . . 9 B\
ra |L-Bing-- FPL: 15.750 FPL: 15.350 FPL: 15.350 -}. FPL: 14. \ 1 |b gpey3.gso 7) FPL: 14.250 | FPL:14.250 FPM12.450 «|
| iin q _t_—— L \ Y yo y \ . . s \ \ ATe
Waihi i) cc WY a AZ, \ | Dap pits A__|
1 t[F---+--] fo} | = Y M4 L CON \\ OY Ue iy | Y RW
| . 1 | | / / ) |
= 7 a | S 7ofi0'08\ r_| voy ee Z \ Y WY | [
F Bk — d = | Qf 912 \S A 4 WN, Z Zz ql
| \ . EN J |
5 \ \ = ——__— \ ,
z \ \ — S - \ \ | =z LOT 100
nN 5 a \ \
\ \ \ 2 \ \ \ \ RP106085
\ \ . \ NO \ \ \ 4
. —{BL0} (BLK), \ (ap) aj ~ BK “>~ * \
VILLAS NO —— RW —— RW —— RW ct —— RW —— Rw aw a FD Pr ~—E _
m7 ~N O. \ \ 2 = c a Z \ a
THI3 A ( |
. ~ co \ wae “ THOS r \ fo
FPL iB 450 »\ . Fel 18.400 1 “——FEL45,000 77) | | | a
:16. % @ / : } aj—-— 4 2
\ 79'10'09""'N Y* / FPL: 14.850 ! 4
i \ DNB . es a _
Yop OOS \ Y) OS VSL FN Wy : be SWEET EE eceyriaae Sweex
THB ~ \ 4 \ | \ 6.1m_MIN \ a J | %
FFL: 16. < \ MZ , THIO / / | al | A
Z EeipasD SS ho FR 16.450 Fh Fer15000 4, 2141/8 x |
Z we ae cim WN | FPL: 16.350 | \ EP -44 ll | 7 ek
So I —" \ a JY
5 i aaa ma g | ee ef lL
~ Sa S | Se Ma al \ SLILELL ALL, \ ie 0s ie 4 ph,
\ uy 7 Cen. 3 THIS a| |< KY Y
FFL: 16800 ti OS. FL16.450. 7 | \ ~~ FFL:15.000 wl P1685 LOT 99 <
FPL: 16.450 ! K FPL: 16.550 4 FPL 12850 J 8 j K RPINGORS \
Lo \ \ z- \ N \
\ JL, , [ JL, INE: \ .
SALSA SL 1 | YL, Ba | / L, YZ ‘ 2 2 '
APT20 y \ m6 [) / \C \ | \, L O®
FFL:16.600 + | \ FFL: 16.450 i LN He \ |g /
. . \ | K : N i \ * 3 7
> t x Lo \ 4 ~ / ‘ / 4 | A
ML i ddd, Pa I we \ aft eS ~ 3 x L
wow “(BLD) (SLP) ~ (BLD) ‘ \ TRep fe ae
\ (SLP) 259°10'35"_ 84.963 = ar J Ss
- = - RS oS eS 7 ——— — _— = — - RW TP) =e Te
ae War 42 Ao or” SLP or
a _ — xy) LA j a —_— —_ x XX
CONTRACTOR TO PROTECT ALL EXISTING
CONTRACTOR TO PROTECT ALL EXISTING NEIGHBOURING STRUCTURES FROM
NEIGHBOURING STRUCTURES FROM UNDERMINING DURING CONSTRUCTION
UNDERMINING DURING CONSTRUCTION REFER CRITICAL DEPTH LINE DIAGRAM DRG 7
REFER CRITICAL DEPTH LINE DIAGRAM DRG OwW34
ALL SERVICES SHOWN ON THIS PLAN INDICATIVE
SITE PLAN — SITE RETAINING WALL PLAN ONLY CONTRACTOR TO LOCATE ALL SERVICES HAND RAIL WHERE
Scale 1: 200 PRIOR TO COMMENCING WORKS ON SITE. ALL [~ RETAINED HT EXCEEDS 1.0m
SERVICES ARE TO BE PROTECTED IN
ACCORDANCE WITH THE AUTHORITY NATURAL GROUND
RESPONSIBLE FOR THE SERVICE 4
HAND RAIL WHERE
~ RETAINED HT EXCEEDS 1.0m WATERPROOF WALL
&
oe a H < 1500 N12-400 V & H z
1/N12 TOP GROUT FILLED CORE N20 ___J = S
NCLUDING HEIGBOGENG rom COVER ground EE COMPACTED CONCRETE. H < 2000 NI6~400 V & H zs
LEGEND ALLOTMENTS p — tS = A BINS MOVED TO FRONT OF SITE 22.02.22
ae FLED N2~400 V. ; PROVIDE FULL HT. BACKFIL aT AG PRE = a =
- FILLED N12-400 V & H. 1 —— P : = 7
__---77 INDICATES PROPOSED SURFACE THE BULDER CONTRACTOR — LAP BARS 500mm. MOVEMENT JOINTS AT TO OUTLET. 7 FOR APPROVAL
40.0 CONTOURS AND LEVELS TO AHD. RELEVANT IPYELS PRIOR TO 32Npa GROUT 2 8.0M CIRS. _ 1
COMMENCING WORKS. x|= a
A oS So
5.0% > INDICATES FINISHED SURFACE GRADE round / BEFORE POUR VA 8 ALL CORES CLEANED S _S162 MESH TOP 40 DO NOT SCALE FROM THIS DRAWING
pad Tevel CLEAN-OUT BLOCKS. P ~~ VOnTAE ENS nn sS po" The design and associated details contained on this ond ssocated '
418.0 EXISTING SURFACE SPOT LEVELS. > ae I THS FOOTING WTHOUT \ 7 B CLEANOUT BLOCKS, = NATURAL GROUND } the etter pomene oT SGe Coaltne Eavece luced withou
INDICATES DIRECTION OF RAMP UP OR BELOW CRITICAL reno | ‘ NOE CCA, OEP 00 | 600 meee g A] N40
RAMP. BELOW CRITICAL DEPTH VEL 800 | 600 N . N12-400 Unit 1/11 Project Ave,
RAMP. ss DOWN. AS INDICATED OE AND IS STABLE. STABLE . UNE AND IS UNSTABLE. RONDE an | oon oo. . PS SCG Noosa Heads
INDICATES POSITION OF RETAINING WALL TO LINE OF PROPOSED ale a Lt € 2000 » NI6~400 H B D 5 es om stan
RW —— PIERS OR UNDERPINNING FOUNDED 173 —— EXCAVATION OR TRENCH. LE 200 THK HEEL ; : web: wn oy-engineers.com
FUTURE DETAIL, WALL TYPE AS NOTED 3 S — way) Twn) 1 (wn) F
(BLK) — REINFORCED BLOCKWORK Fe CRA OEP UNE NI = L__ N12-400 EW ° \ enc MEH I
(SLP) - STEEL POST & CONC PLANK ANY FOOTING THAT IS FOUNDED 300 | TOP & BOTTOM oR 1200 | 800 | 250 Title:
BY SPECIALIST SUPPLIER ABOVE THE CRIICAL DEPTH UNE. Horizont __30 Defoe 4LITTM TOP & BOTTOM EQUIVALENT. 1600 | 1100 | 350 SITE RETAINING WALLS
(BLD) - BUILDING REFER NOE: Ré UGS AT 900 CTRS 2000 | 1400 | 550
STRUCTURAL DESIGN THIS DETAIL ALSO APPLIES TO EXISTING FOUNDATIONS 450 B Min CONCRETE. COVER 70mm B - BASE WIDTH
ON NEIGHBOURING PROPERTIES. SHEET PILING MUST |
CRITICAL DEPTH LINE BE INSTALLED WHERE EXISTING FOOTINGS WILL BE (BLK) ~ RETAINING WALL THIS DRAWING AND ASSOCIATED DETAILS Project .
TYPICAL SECTION UNE (BLK) ~ RETAINING WALL TYPICAL SECTION MUST BE READ IN CONJUNCTION WITH THE 89-93 Eumundi Noosa Rd,
TYPICAL SECTION NOTES CONTAINED ON 31131-N NOOSAVI LLE
: ‘ 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 jl { J —OW3.4 °
Page 9
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PARKING
.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:
Project
Date: Drawn Design
Checked: Drg No. Rev.
Rev. - 10.06.16
[OCR of page images]
DRAWING SIZE — At
RP71151
PD Pf Le i
—_—— — ee ay 3 |
f T |
fT yi LLY PTT gr ! Y
| 7
THO! THo2 THOS THOS THo7 THo8 THO Z
FFL: 15.900 FFL:15.500°| FFL:15.500 FFI: 14.000 FFL:13.400 | FFL: 13.400 FFL: 12,600 f FFL:15.900 ”
FPL:15.750 7 Moen iy FPL: 13.850 FPL: 14.250 | FPL: 14.250 FPL: 12.450 | FPL:15.750 7
Ye U 4
(is Wy Z / 4 Y | YJ
== Ear (Fao Ae 4 Ea
Ll eT ae ee ee 4
a) a, LOT 100
cy RP106085
r TH? ] I, THI3 / 7 r
FFL: 16.600 ry “ery. FFL: 16.600 TW
FPL: 16.450 | © EE 8 / FPL: 16.450 Wy
/ FPL: 16.350 4 /
Z | | ! V, L ! / | /
7, ) ! : ! : —=——- = 7, ; 4
wt ! ! | ! : ue | 17a
a t c +
/ FFL: 16.600 | | tr. | | Tio | / FFL: 16.600 |
/ ui / FPL: 16,450 | Wyyyz, PL 16.490 ! FFL: 15.000 © / I / |e FPL16.450 AM I
/ Pl | | - FPL: 16.350 ! FPL 14850 s
a | . ( ] PROVIDE “NO PARKING” SIGN
Ae wna 44 THIS \\ Y AND LINE MARKING FOR
ill 7 FFL:16.600 H 4 | 7” FFL16.450 ‘ a FrL:15.000 TURNAROUND BAY SITE PLAN — WCV VEHICLE BIN COLLECTION POSITIONING PATH
/ TT / LOT 99
/ / FPL: 16.450 1 Vi | FPL: 16.550 | FPL: 14.850 “| RP106085 Scale 1 : 250
; 1 fH | l
J “ | | { ! | i |
I |
7 APT20 / oe I , | 6 |
AMT Fei9u0 (a SS tea | “) 7
7 : . | NO SN ° ° . A
J 2 REESE a EB
be sos -
LOT 1
RP129020 B99 Vehicle {Realistic min radius) (2004),
vera en : mM
Overall Widt 1.940m
Gverall Boe Hei nt b858m
in oO roun eardance . mM
SITE PLAN — B99 REVERSE & WCV EXIT VEHICLE EXIT PATHS Track Width ; 1.840m
Scale 1: 250 Lock—to—lock time. ; 4.00s
Curb to Curb Turning Radius 6.250m
THOS
Lut hn
FFL: 15.900 FFL:15,500./. FFL:15.500 | FFL:15.050 WO a3 og {0 Me —
19. 15. 19. ‘15, 14, 13, FFL: 12.600 a
FPL:15.750 | FPL:15.350-|. FPL:15.350 | FPL: 14.90 foe poe 14.950 aie te. ws arg =
Ve
Y
; Cleanaway Rear Load
STE Overall Length 10.100m
eee eee Overall Widt ; 2.500m
/ LOT 100 Wveral foe Hel mt 3 334m
in Bo roun earance 304m
= _ / o RP106085 Track Width 2.500m
eee SS o = oe Lock—to—lock time. 2.00s
: Curb to Curb Turning Radius 8.750m
FFL: 16.600 16.450 . _
ma mea Fae
Tate
FFL: 16.600 mH mm —
: FFL: 16.450 . YA THO /Ayy THOS AL THOA
FPL: 16.450 FPL: 16.350 tees 100 FFL:15.500 | FFL:15.500 | FEL: 15.050 fe
750 FPL: 15.350 FPL: 15.350 FPL: 1 4.90 Revision | Description Date
| “i, Y Issue:
wns Ce 4 a | LS FOR APPROVAL
FFL: 16.600 “* FEL 16.450 . / LZ VY
/ FPL: 16.450 FPL: 16.350 FPL 19.000 LOT 99 Lip Li,
FPL: 14.850 prroscas = aiaial a — DO NOT SCALE FROM THIS DRAWING
\
\.
St. Z, The design and associated details contained on this and associated
Cleanana Rear Load drawings are copyright and are not to be used or reproduced without
| the written permission of SCG Consulting Engineers.
|
APT20 4
FFL:16.600
FPL: 16.450
< ae (|
7. is trl -1a i |
THI2
FFL: 15.000
Unit 1/11 Project Ave,
PS Noosa Heads
Ph (07) 5455 5604
email:[email protected]
web:www.scg-engineers.com
ABN 40 098 481 299
DEBUILD T/A
Title:
gP129020 SITE PLAN — B99 & WCV PASSING PATHS VERICLE MOVEMENTS PLAN
Scale 1: 250
Project
SITE PLAN - B99 & WCV ENTER é& REVERSE VEHICLE ENTRY PATHS 89-93 Eumundi Noosa Rd,
Scale 1: 250 NOOSAVILLE
Date: Apri 22 Drawn SR Design SR
Rev
.
0 5 tom Checked: Drg No.
oS 1:250 @ AI §
1:500 @A3 8 Richerdson 51131 -OW4.1
Page 10
.2 6
15
WM
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
www.dialbeforeyoudig.com.au
SAY DIAL1100
yy BEFORE YOU DIG
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.
81 on RP71151
Level Datum AHD
Drg No. 21215DET
HEIGHT DATUM
Lot 1 on RP130594 & Lots 80 &
Level Origin PSM115316, RL 3.593m
Survey information provided by Noosa
Cooloola Land Surveys Pty Ltd
RECONSTRUCT ADJACENT FOOTPATH AND
EXTEND CENTRAL MEDIAN KERBING 6.0m
PAST SOUTHERN SIDE OF NEW DRIVEWAY
FOR RIGHT IN AND OUT ACCESS ONLY,
KERBING AND LANDSCAPING TO TO
COUNCIL STANDARDS. MAKE GOOD
LINE-MARKING AND CHEVRONS
PROVIDE SMOOTH JOINT TO NEW
PAVEMENT (NO TRIP HAZZARD). MAX 1
in 40 CROSS FALL IN DRIVEWAY WHERE
FOOTPATH TRAVERSES. REFER COUNCIL
STANDARD DRG. RS—065
4189
RAMP. ww.
(SWP)
Xe
GD-xxx
— sw/eEx
sw
/
NEW FOOTPATHS WHERE SHOWN \
SHADED TO NOOSA COUNCIL
STANDARD (IPWEA RS-065) 72
MATCH EXISTING FOOTPATH WIDTH \ A
PROVIDE SMOOTH TRANSIVON TO /
EXISTING.
/
LEGEND
EXISTING SURFACE SPOT LEVELS.
INDICATES DIRECTION OF RAMP UP OR
DOWN AS INDICATED
FIELD INLETS OR JUNCTION BOX PRE-CAST
CONCRETE CAST-INTO PAVEMENT. REFER SW1.1
FOR FURTHER DETAILS.
GRATED DRAIN CAST-INTO PAVEMENT.
REFER SW1.1 FOR FURTHER DETAILS
DRIVEWAY SLAB/PAVEMENT. REFER TO
NOTES AND DETAILS ON THICKNESS AND
REINFORCING.
INDICATES OVERHEAD ELECTRICITY
SUPPLY LINE
INDICATES EXISTING SEWER LINE
INDICATES WATER MAIN APPROX
/'|
i,
DEMOLISH & REMOVED EXISTING
UNDERGROUND TRAFFICABLE
STORMWATER RETENTION
TANK, REFER DRG.
S1131-SW1.1 FOR DETAILS.
5.5m (W)
DOOR.
TYP.
FOR STORMWATER PIT
GAPS IN KERB TO ALLOW FOR
STORMWATER RUNOFF INTO
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 STORMWATER DRAIN PROPOSED
AS NOTED MIN 1 IN 100 FALL UNLESS
NOTED OTHERWISE
INDICATES POSITION OF CONCRETE
SLEEPER RETAINING WALL TO
STRUCTURAL ENGINERS DETAIL.
/ DETAILS. REFER DRG
DRIVEWAY CROSSOVERS AND PNOVeD DRIVEWAYS M LOT 79 31131-SW1.1. TYPICAL |DETENTION/BIO-BED
RE-CONSTRUCT NEW TYPE Bt BARRIER 7 RP71151 /
KERB & CHANNEL AS PER NOOSA / | ‘
COUNCIL STD DETAIL IPWEA RS-080. | | /
MAINTAIN EXISTING SURFACE GRADES x ix — ~ 2 xk x ’ &
AND ENSURE SMOOTH TRANSITIONS. (SWP) (SWP) (SWP) 48-10'00" 95.916 (SWP) a» (SWP) (SWP) (SWP) (SWP)
TYPICAL. Sw E Sw Sw SWo ae SW 3 a fy x
a ~~ 14.194 Y . x. ast “ .
e " - ,
DRIVEWAY CROSSOVER GENERALLY IN yy / | | ~ (SWP) |
ACCORDANCE WITH IPWEA STD DRG RS-051 0 aaa | po TTT TTT
(TYPE B) AND COUNCIL REQUIREMENTS. LEVELS / LL |
AS NOTED de 77 ” OF, Z / a
/ “
/ 36 3 | © : |
/ THOt THO2 THOS THO4* * i’ mos * Y CHO” THO? THO8 r
142 ~ FFL: 15.900 Fre 15.500 | FFL:15.500 “i 15,050 rede FFL:t4.000 | FFL{13.400 ] FFL: 13,400 FFL: 12.600 !
TT oS 4 GC 4, an : —
il = 5.4m (W) “y Ue son (i OY %, sam (W)} te 5.4m (W) Y We Aoi w) Ad
a DOOR. TYP. “ Js be “DOOR. TYP. LC Y DOOR. TYP. id pe DOOR. TYP._ a DOOR, Le | \
a nd pe poke
SY NS PEDESTRIAN ZONE NR SS = SSS SAE NM FRAY Lo J 1
nd Ar Rea .
CONCRETE DRIVEWAY ' Ve z we s/ LOT 100
SH —OY# JD sf er. SEL Sa iS--B a a a Se Rw sw sw}, — sw —_____ sw sw-& SB YS RP106085
7) Nas — “h— 6 ‘5
a? we
[Al 7% ct oN eo = : *,
+ oe 4 a | A/I%, | 1 +13, .
oF? 4 om / + *
/ Fila16.600 7g pe qe i . ¢
. . Pol .
/ FPL: 16.450 Tig | EN FEL 15.000 | SVP) vl 2
_ 7 7 , Oo I 93 | A KLLLLL LALLA ie tg — _ bYL/
770 OC, sT oo ! Y if SW a sw/ek e210 ey sw/ex sw/ex x ®
( | an: | ° = ee $ et EE 95.076 “ “ oko
YL, THI8 c + | | . 7 | | “ ail x —
y | FEL:16.600. - | | wht | THIO j “Be as , »
) 110, . D / g / % PROVIDE "NO PARKING” SIGN
oo FPL: 16.450 | | “ PRL: 16.400 ) ! Ci FEEN9.000 7% =| 2 ac PROVIDE R12 GALV. DOWELS Va AND LINE MARKING FOR
a LLL LL Lid, | 5 FPL:16.350 “% es FP] 14 (SWP) io *~ _ 600 CTRS AT ALL TURNAROUND BAY
J ff yy LL a -Im_MN =H Y, (sup) 1 We 3) 4.890 Sq GARAGE DOOR LOCATIONS.
J 7 u 6 =e = TYPICAL.
‘ 7 f/ / = mn QO nenig “Z ! S _(SHP) VILE rr g mj] (HP) rc THtt (sup) | §
/ ir = , | “ .
&/s iI FFL:16.600 Lo! FFL 16.490 7p ogapy |) Ser ~ FFL:15.000 “fl a °F
fe Vy / oe 3 | = | FPL: 16 350 | \ a . . | > LOT 99
SY ff &/88 ol \/ y-FREN6.490 fl a | NT | 5s FPL:14.850 | i RP106085
/ fT S89 oo YL TI pst Uy | | 38 7 | hn
] ll
a, ff SS Yo I Fy | r= g
/ ry Lo & a (SWP) | | 5.4m TYP. | | Ta, | \ é YL) | Pt
Sf fv pe APTIO 7 » | _ | > we | he , at
Wf / | XT — Ettg.600 1 I Pi Heyl tf FFL:16.450 3 en we | ;
/ / ie | | Nee 4 ~ FPL:16.350 y --FFL:15.000 g
a | FPL: 16.450 i} | 5 | um el Td ® $
/ / @ + | t \ + . x
a Ca N = | (SWwP) i 7
eo SWP | SWP
° ee a oss 84.963 WY —| ee | a ay -
/ 1788 (SW >
oy / x]| LO xq a a a
/ / RP129020
/ I |
g
3
>
CONTRACTOR TO TOPSOIL AND TURF ANY MAXIMUM CROSS-FALL OF 1 in 40 ON ALL 1500 TRANSITION — 1:8 FOOTPATH - 1:40 2g g
DISTURBED OR DAMAGED AREAS OF THE ROAD FOOTPATHS AND INTERNAL PEDESTRIAN SITE PLAN — DRIVEWAY & ACCESS PLAN a,
RESERVE ADJACENT THE CONSTRUCTION SITE PATHS AND RAMPS Scale 1: 200 |e s
=A =
Ze ze
Sw ~
ALL SERVICES SHOWN ON THIS PLAN INDICATIVE Zs SL82 MESH =
CONTRACTOR TO REPAIR/REINSTATE ANY 20 (MAX.
ONLY CONTRACTOR TO LOCATE ALL SERVICES SANA AREAS OF EXGIING FOOTPATHS, SAW CUT EXISTING KERB MDOKE at —_ “ mr =
ACCORDANCE WITH THE AUTHORITY Beek OF Re fe REWovE ee my DOWELLED CONTROL JOINT. issue:
——— WH NOOSA SURE COUNCL STANDARD De FINAL PAVEMENT THICKNESS 10 BE a CONTROL \— son cowPAcreD SLAB THICKNESS AS PER FOR APPROVAL
WITH NOOSA SHIRE COUNCIL STANDARD Drg. “
RS-080 & COUNCIL STANDARD DETAILS CONFIRMED FOLLOWING GEOTECHNICAL GALV R24 DOWEL \___KERBING AS PER JOINT. SAND BED PLAN. DO NOT SCALE FROM THIS DRAWING
ALL LINE MARKING TO BE IN ACCORDANCE TESTING. 400 (L) @ 300 cTIRs — SITE & DETAILS
WITH THE QUEENSLAND MANUAL OF UNIFORM TYPICAL SECTION ~ DRIVEWAY CROSS OVER Ihe design and cxsociatd details contained cn this and ssid
TRAFFIC CONTROL DEVICES & AS 2890.1 the wrkten permission of SCS Consling Engineers.
PARKING FACILITIES PART 1: OFF-STREET CAR REFER TO COUNCIL STD DRG. IPWEA RS-O51 - TYPE B
PARKING
3 NOMINAL KERB | > SCG Noosa Heads.
~ SETOUT LINE | < Ph (07) 5455 5604
= ot 2 Ne scaeispeonnen
SUBGRADE PREPERATION, REFER R20 ~! : —
GENERAL NOTES Neo Title:
oh [ee g DRIVEWAY & ACCESS
DETERMINED PAVEMENT LEVEL 1s PLAN
ON-SITE 2
N Project
PAVEMENT MATERIALS: .
150mm N32 CONCRETE PAVEMENT, SL82 MESH MIDDLE 89-93 Eumundi Noosa Rd,
-100 THK COMPACTED BASE COURSE SAND OR CRUSHER DUST 150 NOOSAVILLE
—SUB-GRADE PREPERATION IN ACCORDANCE WITH SPECIFICATIONS/NOTES
DRIVEWAY CARPARK PAVEMENT SECTION SECTION ~ BARRIER KERB Date: ppl 22 | OM cp | PSII cp
Checked: Drg No. Rev
0 2 4 6 8 10 |
ruun———1L__——1__ym1:200 @ Al | _ REQ 5835 #
1:400 @ A3 {JS Richardson 5113) —QOWD.1 .
Page 11
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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.dialbefor
D
BE
FORE YOU DIG
eyoudig.com.au
[AL1100
81 on RP71151
Level Datum AHD
Cooloola Land Surveys Pty
Drg No. 21215DET
HEIGHT DATUM
Lot 1 on RP130594 & Lots 80 &
Level Origin PSM115316, RL 3.593m
Survey information provided by Noosa
Ltd
1 in 10
448.0
RAMP. ~x.
—— SW/EX
Sw
LEGEND
48.07 -
INDICATES PROPOSED SURFACE
CONTOURS AND LEVELS TO AHD.
INDICATES FINISHED SURFACE GRADE
EXISTING SURFACE SPOT LEVELS.
INDICATES PROPOSED FINISHED
SURFACE LEVELS
INDICATES DIRECTION OF RAMP UP OR
DOWN AS INDICATED
FIELD INLETS OR JUNCTION BOX PRE-CAST
CONCRETE CAST-INTO PAVEMENT. REFER SW1.1
FOR FURTHER DETAILS.
GRATED DRAIN CAST-INTO PAVEMENT.
REFER SW1.1 FOR FURTHER DETAILS
DRIVEWAY SLAB/PAVEMENT. REFER TO
NOTES AND DETAILS ON DRG. 31131
OWS.1 FOR THICKNESS AND REINFORCING.
INDICATES OVERHEAD ELECTRICITY
SUPPLY LINE
AP / JI
79°10'00” 95.916
J
Lr
“ “oy Y SLT
MMT WW, , TTT
C Y
THO! THO2 THO3 A THO 7 OV qHoe 1HO7
FFL: 15.900 FFL: 15.500}. FFL:15.500 | FFL:15,050 Me san 0} FeL:13.400 |) -FFL:13.400 rrl-12.600
FPL: 15.750 FPL: 15.350 FPL: 15.350 FPL: 14.90 az C FPL:14.250 ~ FPL: 14.250 .
Uf Yl FPL:13.850 < FPL: 12.450
i MOU Le. Y,
Y Mids, 7aho'o8" 14.000) 7 [13.400 A _f {12.580
f [ Lt B12 . q 4 LLLSL,
le SNS A= sp {14.000 c x
DRVEWAY DESEN @ ft atc
= ge goto ~~ Eg
& [15.920 g 2\ = a z a é $ =
[16.100 Ro | 3 [ 7 | \ fasn2s ~, 8 i 5
6.00 aul r \r wun THO9 “a ; al ‘ cw Sf
1 4 FFL: 16.450 L y 4. FFL: 15.000 T 13.144 ST
soroloot: 16.590 FPL: 14.850 13.500 - I Ne _
EV. 14.994 ————— ;
Oo V1 Y 17 SWEX FT EE swe sare * sw/ex
THI8 Y | |_| 6.1m MIN
. THI4 T
LN Fi: That Teaiep| J Fieie4s0 1 | re 45.000 1 g
4 U,, 16.400 | 6.1m MIN | FPL: 16.90 7 14.897 FPL14.850 ~
i APTI G | — THIS Wy ree Lk ! ~ g 9 a
Y - 4 \ 2 9 VY 7
-FFL:16.600 Ce ! Io FFL 16.450 gf LO \ * FE15.000 1 g SP 106085 LOT 99 LY
FPL: 16.450 Fy | 2 | FPL: 16.350 e| Fey. 008 4 Nets ot
7, 73 ! Ki} YA r| [15.000 Le 8 Xo \
en a | 16.450 tg \ ; _ Y / .
; Z FFL: 16.450 tf LS THI2 “
PPIs) NN ee ] St fF Frt15.000 ‘
ALLL LLL, | 116.400 cess MK . i FPLA4.890. @ 4
ee _; -- _ 259'10°35" 84.963 WA] dL a se -—
LOT 1
RP129020
Elevation
CONTRACTOR TO TOPSOIL AND TURF ANY
DISTURBED OR DAMAGED AREAS OF THE ROAD
RESERVE ADJACENT THE CONSTRUCTION SITE
SITE PLAN — DRIVEWAY LEVELING PLAN
Scale 1: 200
MAXIMUM CROSS-FALL OF 1 in 40 ON ALL
FOOTPATHS AND INTERNAL PEDESTRIAN
PATHS AND RAMPS
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
EUMUNDI-NOOSA RD
25| KERB INVERT
RP_ BOUNDARY
CONTRACTOR TO REPAIR/REINSTATE ANY
DAMAGED AREAS OF EXISTING FOOTPATHS,
KERB & CHANNELS TO COUNCIL STANDARDS
ALL LINE MARKING TO BE IN ACCORDANCE
WITH THE QUEENSLAND MANUAL OF UNIFORM
TRAFFIC CONTROL DEVICES & A.S 2890.1
NEW KERB & CHANNEL TO BE IN ACCORDANCE
WITH NOOSA SHIRE COUNCIL STANDARD Drg.
RS-080 & COUNCIL STANDARD DETAILS
PARKING FACILITIES PART 1: OFF-STREET CAR
PARKING
EXISTING SURFACE
(DASHED)
PROPOSED DRIVEWAY SURFACE WITH
DESIGN GRADES SHOWN.
INDICATES EXISTING SEWER LINE
INDICATES STORMWATER DRAIN EXISTING
AS NOTED
INDICATES STORMWATER DRAIN PROPOSED
AS NOTED MIN 1 IN 100 FALL UNLESS
£ & & 5 § 5 & & & 5 & & 5 5 5
~ 9 ~ N a bet 2 = “> > “> % = x 6 o ~ p ~
3 5 S c g a 5 = z 5 z BS les 8 s s s
Design Line Segment Lengths 3 és 6 Ss é é & 6 é é 6 & 6 6 & & & 6 3
| 3.88 3.A7 . 6.77 4 3.74 1 4.34 | 471 7.10 7.40 3.32 | 3.48 | 3.50 3.27 3.13 + 4.33 + 7.06 3.76 3.48 o 6.54 |
. . N o 2 : : re 2 ~ oe a 2S : > ) 00 0 4 Pe on
Design Line Grade & Level gk se ges 8 & B Sse 2 & g fe s « gs ¢g¢ 2 2% g pS fe £ S £ ES
Ss a = I 1 +t S 1 8 I x 6 1 bes — QI 6 eS es @ 8 l P Po ee I ~~
2 2 <2 ec 2 2 e 2 2 2 = = = = = 2 2 2 Ss Ss >
Mo lib Te TIL Tb Md IN Wo la lel le Ie Ie leo Id IR IG Te Te The Phd TK Tg Hes TK Me Med lool Ibe PIR TT Te TI tec Tb Tod Id Te RII IE Mel I LID kT Ib ky
EXISTING S.L _ Mm 2 Se sae 8 8 8 2 ee ekg eer ee ee Ss eS eae eee Fr eS RPS Ss ee 2s 2c 8 se Ee ee * BH 2 f #2 SF
IFLR PLUTO PU FF Fi Fo PO RP PIPPI ee FF FEE FLA FP A AR FP Pe Pe EE
Se Ss SF FS FSS Ss FSS SF FF FF FSS FF FS SS SF Fc FSS SS SF SFES SF FSS SF FSF SF FESS SESE SS S
CHAINAGE — Ss s=s 8S seasrFeewesgsga2aseaeseansse BS BeesgseEeesesesagsas SB ss &FeSEBeKeKReRKReKE KF sSaseeE BEBE KE |S Ss B
Pot
NOTED OTHERWISE
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
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
Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604
email:[email protected]
web:www.scg-engineers.com
ABN 40 098 481 299
C) S06
Title:
DRIVEWAY LEVELING PLAN
Project
89-93 Eumundi Noosa Rd,
NOOSAVILLE
Date:
Drawn Design
April 22 SR SR
. Checked: Drg No. Rev
| Skea [| S1151 -OWS.2)
Page 12
.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-SW1.1 FOR DETAILS.
www.dialbeforeyoudig.com.au S11S1-SWI.T. TYPICAL
DIAL1100 wry
BEFORE YOU DIG ( ; (swP) (swP) (SwP) veo'c0" es.are (SW) (sw) (SwP) (sw) (SW)
sw Si sw sw mo’ sw SW. sw w SY Sway Sw: u sw Ww (oah
| r | A. #_ <<
ee J 7] Los | | posts sss ays
HEIGHT DATUM SONS J OTTO -
Y Y YL) C
Lot 1 on RP130594 & Lots 80 & 4 10 )
81 on RP71151 HO JAA TH03 YAS “ (
Level Datum AHD - THO2 THo4 Hos THOS AAA THOT 7 THO8
Level Origin PSM115316, RL 3.593m FFL: 15.900 FFL: 15.500 FFL: 15.500 FFL: 15.050 L 5 r+ FFL:14.000 FFL: 13.400 FFL: 13.400 FFL: 12.600
Survey information provided by Noosa FPL: 15.750 ~ FPL:15.550 FPL: 15.350 FPL: 14.90 | | - FPL: 13.850 FPL: 14.250 | FPL: 14.250 FPL: 12.450
Cooloola Land Surveys Pty Ltd LO, / Up 4 : ou CO _“
Drg No. 21215DET “; Y : iy We Ce
YL, Jf, 108” | /, 4, :
=k Ea WS, LLL NL “iy J :
TSSSRSESAASAERSEST aS qe 71 EL = ELE j== //, |
ACD) KERB __J ~ KERB NN
ce) (tu) Ce : : : Z YS§/ ~~ L0T 100
= = o — =<—swhs- - - - - === o \ .
Zee © ig to terete ag [pif aesces
IZ [= [= | (s = =e = .
f 1 | ( KERB H (T,) (Tw) | Late (Tu) |
iy = SwP) =| oe
A FFI: 16.600 i oc 42 HS ! ty — 1H09 t 5 \ aT |
é | / oN / “FFL: 16.450 7} | ~ — FEL=45,000 1)
/ FPL: 16.450 if FPL: 16.350 Z| r | ne uy P) Lew
/ ; | 79"10'08"—" | | FPL: 14.850 ~}) KERB
77, | Os) | ANB. l (Tap Kho l f a ee
| | I 3 SLL ALLL, I sw/ex sw/et eee Sw ex SW/ex swfex——/
m8 | Fs | oe | sim un | ENT EE 23.976
f~ + | | r : 1 / |
/ FFL: 16.600 “fy | Hy | | NY, THIO | g PROVIDE R12 GALV. DOWELS
/ an VY) I | FFL: 16.450 <4 : FFL:15.000 <4 < 1
LLL, 215. 3 _~ 600 CTRS AT ALL
/ FPL: 16.450 | I} FPL: 16.350 = Hy) TI FPL: (SWP) fa] ® GARAGE DOOR LOCATIONS.
pa ea — swe) 1Y fo | 1 WL N48 20 ad TYPICAL.
VISLLL, i - Thy i | lL v
| Ea 3 [se YS, L
| E (sup) =f ae 4
APTI i e | (SW) THIS eyes THIt (swe) ||| £ 99 “oy
FFL:16.600 py 1 FFL16.450 dsp HL ~~ FFL:15.000 fi a SP106085 LOT 99 <
JLLLLLL ALLL. _i Pew) | | | | ld eee
7 TT U7) my ) ;
APT20 YL fo I | MiG dN \ |
We i | FFL: 16.450 “| TH12 2 \
FFL:16.600 an 2 1 FPL: 16: 350 fae FFL:15.000 i| g
Y JL, YL, (SWP) : 7
i L ____ L
- (SWP) ans KERB (SWP)
a
PO srt” 84.963 al | 2 ee - — -
7 /_ (SHY 7 a
LEGEND LOT 1
__---7 INDICATES PROPOSED SURFACE RP129020
4g07 CONTOURS AND LEVELS TO AHD.
1 in 10 INDICATES FINISHED SURFACE GRADE
SITE PLAN — DRIVEWAY JOINTING PLAN
4180 EXISTING SURFACE SPOT LEVELS. Scale 1 : 200
(Tt) DENOTES WET TOOLED JOINT TO TERRACE
SLAB, REFER TO DETAILS ALL SERVICES SHOWN ON THIS PLAN INDICATIVE CONTRACTOR TO TOPSOIL AND TURF ANY
NEW KERB é& 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 WITH THE AUTHORITY 2k , z ;
RESPONSIBLE FOR THE SERVICE MAXIMUM CROSS-FALL OF 1 in 40 ON ALL oat -+-==2]}—_]] <== oa
@) SLAB POUR BREAK CONTROL JOINT, FOOT-PATHS AND INTERNAL PEDESTRIAN Po LI | AAIBOUR BARRIER
REFER DETAILS PATHS AND RAMPS SK | | Je | uw
ALL LINE MARKING TO BE IN ACCORDANCE « as
WITH THE QUEENSLAND MANUAL OF UNIFORM & fo / Ni2—400 °2"
INDICATES PROPOSED FINISHED TRAFFIC CONTROL DEVICES & A.S 2890.1 CONTRACTOR TO REPAIR/REINSTATE ANY a a - 5 4 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.t =
FOR FURTHER DETAILS. \=/ TPICAL SECTION
GD—xxx GRATED DRAIN CAST-INTO PAVEMENT. SLAB JONTS. AS
CUUTTICTYTCTTUM REFER SWI.1 FOR FURTHER DETAILS || NOTED ON PLAN. FINAL PAVEMENT THICKNESS 10 BE Revision | Description Date
DRIVEWAY SLAB/PAVEMENT. REFER T0 4 3 CONFIRMED FOLLOWING GEOTECHNICAL Issue:
L NOTES AND DETAILS ON DRG, 31131 | 2/N12. TRIMMERS. TESTING. FOR APPROVAL
OWS.1 FOR THICKNESS AND REINFORCING. | 50mm COVER. 1/N12. TRIMMER.
—T To 50mm COVER. 1/N12 PERIMETER BAR EPIREZ P5~50 WET TOOLED DO NOT SCALE FROM THIS DRAWING
E INDICATES OVERHEAD ELECTRICITY TED OVER DOWEL BAR SEALANT CONTROL JOINT EPIREZ drvinge"recipyght ond are nol tobe ued or reproduced witout
SUPPLY LINE EITHER SIDE OF JOINT. OOVEWAY suas. P5-50 SEALANT \ 150 THICK the written permission of SCS. Consulting Engineers.
DRIVEWAY SLAB
INDICATES EXISTING SEWER LINE L —uT = Noosa Heads
F- < Ph (07) 5455 5604
— sw/ex—————.__ INDICATES STORMWATER DRAIN EXISTING 5 ee enalainn@sy ogres om
8 NOTED R16 x 300(L) (Galv.) STOP MESH 50mm FROM CUT EVERY 2nd SL82 MESH é —
700 LP DOWEL BARS @ 400 EACH SIDE OF JOINT. MRE ALONGLINE CHAIRED MIDDLE Title:
v—— ION I No ES 2m) ATE nA DRNEHAY JONTING PLAN
NOTED OTHERWISE THICKENING OF PAVEMENT. (TJ) TOOLED JOINT INDUSTRIAL/COMMERCIAL
PIT TRIMMER DETAIL AT SLAB JOINTS PIT TRIMMER DETAIL FOR PITS (CJ) CONCRETE CONTROL JOINT DETAIL Project
w INDICATES WATER MAIN APPROX .
ALIGNMENT, BUILDER TO CONFIRM EXACT 89-93 Eumundi Noosa Rd,
LOCATION PRIOR TO WORKS NOOSAVILLE
r INDICATES TELSTRA LINE APPROX
ALIGNMENT, BUILDER TO CONFIRM EXACT Date: ppl 22 | OM cp | PSII cp
LOCATION PRIOR TO WORKS Chooked: Dg No
0 2 4 6 8 10 | . .
naming ———1__——1__™m1:200 @ Al st RpEQ 5835
1:400 @ A3 : S Riuhorasen # J { J —OWD5.3
Page 13
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15
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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
yy BEFORE YOU DIG
81 on RP71151
Level Datum AHD
Drg No. 21215DET
HEIGHT DATUM
Lot 1 on RP130594 & Lots 80 &
Level Origin PSM115316, RL 3.593m
Survey information provided by Noosa
Cooloola Land Surveys Pty Ltd
FRONT OF UNITS DRAINED VIA GRATED Va /
DISCREPANCIES 10 THIS Fl
BUILDER TO POT HOLE LOCATE AND
CONFIRM EXISTING SERVICES LOCATIONS
& LEVELS BEFORE ANY EARTHWORKS
ARE CARRIED OUT. REPORT ANY
BINS AREA.
PROVIDE DRAINAGE PIT FOR CON
SEWER MAIN. PROVIDE BUND SURROUND TO
DIVERT SW RUNOFF AWAY FROM AREA. REFER
TO HYDRAULIC CONSULTANTS DETAILS.
FIELD INLETS AND INTERCONNECTING \ /
SWALE DRAIN FORMATION FOR
OVERLAND FLOWS DIRECTED TO
DRIVEWAY
ALL STORMWATER
PIPES TO BE LAID AT
1:100 MIN. UNO.
2/125x75x4.0 RHS (GALV.)
LAID AT 1 in 100 MIN. INSTALL TO
NEW KERB ADAPTORS IN
ACCORDANCE WITH COUNCIL STD
DETAIL RS—081 & MAKE
15kL ALL CAST PRE CAST IN-GROUND
TRAFFICABLE STORMWATER RETENTION TANK
RECEIVE ROOF RUNOFF (ONLY) FROM UNITS 1
& UNITS 17-20. PROVIDE PUMP OUT FOR
IRRIGATION PURPOSES & BIN WASH DOWN.
-3
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
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
OVERFLOW WIER WALL AND
SCOUR PROTECTION ALONG
PROPERTY BOUNDARY. REFER
DRG SW1.2 FOR DETAILS
PROPOSED 60m2 BIO RETENTION
BED AND 200m3 DETENTION BASIN.
FORMED WITH BLOCKWORK WALLS.
REFER DRG SW1.2 FOR DETAILS
LEGEND
--777~ INDICATES EXISTING SURFACE CONTOURS
43077
F,
Alloy
S.L. 12.50
LLL. 12.00
i
rt
SB GP2
S&S GP3
B 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
FOOTPATH GOOD. TYPICAL. WARNING SIGNS AT TAPS ’NON POTABLE’. REFER SECTION B-B LOT 79 DIRECTED TO BIO/DETENTION BASIN
PROVIDE A SWITCH OVER VALVE TO MAINS WHEN LOT 101
TANK VOLUME IS BELOW 10%. OVERFLOW TO RP71151 ie
EUMUNDI NOOSA ROAD KERB + CHANNEL. iy as RP106085
SL 1550] |x Ie | xx _x Li
\—— -- - - LL 11.63
LE 1508 uPVC Pi 150d-uPVC P1508 uPVC GP : 1500 uPVC 79'10'00" 95.916 CPt 2250 uPVC. —s gpy_—sw* «2250 uPVC CPI. 2256 uPVC . — x
be / | , Mich Mort t j}-—----—— x VY
( / | . ; ys
< | 0 boost pope og =F | t—--j-------+4-+-------4 (| _, __ DETENTION 9 —
= “/ } 1 ! | A L Cle 4 2 PAS ’ ~~ EXISTING INTER-ALLOTMENT DRAINAGE
4 (oS : Cae ~ 0
| J LAL Z ‘, AK | YAMS AG CEL, Lora) \! CONNECTION POINT. EXISTING PIT REPLACED WITH
/ OS \ | DN JAX \ & EW PIT & EXISTING 2259 BRANCH PIPE
/ x THOT THO2 Mp THOS THO4 THOS THOS | THOT \ toe \ Z a /x INCREASED TO 3008
NECTION TO vot ‘ » FFL: 18.900 FFL: 15.500 FFL: 15.500 FFL: 15.050 L 5 r+ FFL:14.000 FFL:13.400 FFL: 13.400 RFI: 12.600 \ IN ACCORDANCE WITH STORMWATER
= ae ee K : FPL: 15.350 FPL: 14.90 . 1, Crp. 4 1. MANAGEMENT REPORT BY SCG CONSULTING
i ' bing-- : FPL: 15.750 FPL: 15.350: ‘19. PPLE TG. \ | FPL: 13.250 © FPL: 14.250 FPL: 14.250 FPN 12.450 © | ENGINEERS.
J Pr) pore slid dye NY \ OF ™ “, \ oe Zo NS
1 | [Pqe-ta fet | = Ge GH \ YA IN | LU fp Vike STUB FOR ROOF WATER a
Pl It } oth) es / . 5 P\ oI s YI CONNECTION, REFER INTERNAL |
\ 8 Sian SSI — oe soos fe \ F HYDRAULICS CONSULTANT |
Ye — Taste 16. PSH = = 9b 12 = — HE | F FOR DETAILS, TYPICAL. a
\ Lf Bf (15.600 1 ASSO UG ARENESS ENS IN) BA ale a fl Er
\ Ue ‘TKK hide zz} \ fate TSL. 15.750 / \ | & a IN zi iN + \ by) | Se 280
| /, ABs Z ron went IL. 15.130 \ Low WERT 2256 uPVC SX iq Zh oso wun” Ma xO i “ey i Soa “ HEAD WALL AND STONE
Ce kK —---g -S20SL | _ sw sw Sw: (aay gw SPS \ “ 3008 UPVO, wg, [tst.0205 SCOUR PROTECTION
| SFA IS] P3 \ sa ---— soi — a q==-== Oe FLOW INVERT. \ el CP 3 IL. 10.40
d S & se FLOW INVERT *—\ yr — _. oh -. CWSanmal Or ~4
/ . \os is \ SS ae ae 9 15013050 x \ \ v
© NOR - \ = PLL. 12.200 F\J= a
ey ‘ ba SS [ fl [ 200 NSP ya NS
5/5/61 YZ ‘ “a 4 cpl ~ ~~ bi pt ese |<
pf see _| LS> 5 X ae JA \ Pol Uf Ul Z
Ye — THI7 Y a MN a, _ “iy, ( \ Lew] 4A py] 7 | I PAVEMENT LEVELS AND BREAKS IN
FFL: 16.600 “i ry rf \ \ THOS ¢ N K | .
: , \ ys / J ¥ | fo FFL: 16.450 | \ SB]! SESS. FFL: 15.000 <1 | 1 >] a Ow a SY | / KERBING TO ALLOW OVERLAND
oe / FPL: 16.450 LY 4 FPE16.350 4 r} N {1 +40. JA [SL 12.45] |[I_- — pen] PS. SL. 12.45 %— FLOWS INTO DETENTION BASIN
Q Le / / ) \ | L 79°10 ob oN | ! > FPL: | 4.850 T LL. 11.63 JP1 i at a L > ILL. 11.63 l
J 2 f f al Un LE l Jl! ie Ly A I
‘s = T Rt T —=—J! vy 259°10' 352 ew ey
J 7 CPI ~ Be \| | \ a LI o AN Ly SW/EX ae SW/EX SWE sw/ex SW /eX
A : ro THI8 x N \ 4 Tu4 \ | L | \ tm Mill SOM J x
_f / FL: 16.600 vy » VAL THIO 4 / MX PROPOSED BLOCK
‘ | / i 2 Oh xX | | FFL: 16.450 <c is » FFL:15.000 4 / 1} 8 4 * > BOUNDARY WALL
/ KN ie Schock | A FPL: 16.350 opt iS. 14.800 FPL 44 (op Hl 7 RR ky, -
Burj MN __| SL, PY ic 14.250 hs) 3.390 Vo my | aN
Wi N —h | ~ \ Bi iv EXISTING
ite | = P2_| +16 | el qp2 KK a \ p | 9 K \ 4 yr, INTER-ALLOTMENT
\ of S.L. 16.250 . | GP1 1) 1 THI . \oP1 Ss 99 YY Y DRAINAGE
FFL: ise pede eli 15050)” S\ FFL:16.450 4 . 1g ~ FFL:15.000 “fl # SP 106085 LOT 99 <
FPL: 16.450 ! \ BT FPL:16.550 \3 FPL:14.850 “| EF Nap COX
| \= \ \ \ | \ RP106085 \
YLSAL LA LS \ A 1B | AN a \ Y .
=} | ia / A g \ \
| i\_ | V/ Lld4A Vi ef Z iM +e x
ZAR / DO
| \ dy THI6 \ I sl \ % \ I %e AY wn
x ] 3 is YALL, FFL: 16.450 | \ \ Fi \ THI2 1 \ al Z
||! WS 7 Xe tL FE 16.350 YR Fre 15.000 - | g
N XQ NA 7 Y
SAL —— — — Ly : S.L. 16.400 iw ! —— | ENO x /
Ss \ LL. 15.800 Ky N Egy ~ AL pe" be
Or \ GPI 2591035” B4.963 SO | ec le} -—-__
—— = ae F FS Te —_— —— —_———noo * 5 —_—_-~
f/f. . = x
¥ Ii RO _ — \ x
HATCHING INDICATES ROOF IF | \
STORMWATER TO BE DIRECTED TO
HARVESTING TANK. FINISHED SURFACE LEVELS REAR OF UNITS DRAINED VIA
ALONG SIDE BOUNDARY TO
FALL TOWARDS DRIVEWAY INTERCONNECTING DRAIN TO
SITE DRAINAGE TYP. Dd 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
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
=e NR Se Oe atid wae “=
15kL STORAGE TANK AT THE FRONT OF THE SITE, FOR APPROVAL
GD-200 200(W) GRATED DRAIN WITH HEAVY THE REMAINING ROOFS TOP BE CONNECTED 10
(O)SCOCOUTYY GRATE. 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
PRIOR TO COMMENCING WORKS ON SITE. ALL drawings are copyright and are not to be used or reproduced without
sw INDICATES STORMWATER DRAIN PROPOSED SERVICES ARE TO BE PROTECTED IN the written permission of SCG Consulting Engineers.
AS NOTED MIN 1 IN 100 FALL UNLESS ACCORDANCE WITH THE AUTHORITY Unit 1/11 Project Ave,
NOTED OTHERWISE RESPONSIBLE FOR THE SERVICE PS Steg Noosa Heads
esw INDICATES ROOF STORMWATER DRAINAGE s snatsnso engin
LINE TO HYDRAULIC DESIGNERS DETAILS. 3 es web:www scg-engineers.com
———— _ INDICATES OVERHEAD ELECTRICITY Title:
SUPPLY UNE KEY SITE STORMWATER
INDICATES TELSTRA LINE APPROX
——__ T ——— EX. SWPT EXISTING STORMWATER PIT
ALIGNMENT, BUILDER TO CONFIRM EXACT RC. HW. REINFORCED CONCRETE HEADWALL DRAINAGE PLAN
LOCATION PRIOR TO WORKS EX. SMH EXISTING SEWER MANHOLE Project
E.0.B. EXISTING EDGE OF BITUMEN :
INDICATES EXISTING SEWER LINE K&Cc EXISTING KERB & CHANNEL 89-93 Eumundi Noosa Rd,
INDICATES POSITION OF RETAINING WALL NS.L, NATURAL SURFACE LEVEL
Rw ——_ REFER EARTHWORKS DETAILS FH, FIRE HYDRANT NOOSAVILLE
TP TELSTRA PIT Date: April 22 Drawn SR Design SR
INDICATES ALIGNMENT OF SWALE AND EP. ELECTRICAL POWER POLE pri
—— SWALE —f> DIRECTION OF FLOW, REFER TYPICAL KERB EXISTING KERBING otk eB te Checked: Drg No. Rev
SWALE DETAILS muuunr——A_r——1__j™1:200 @ Al} peg 5835
1:400 @ A3 A S Richardson J { J -SW1.1 D,
Page 14
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
MINIMUM HT OF
BLOCKWALLS (NON WEIR)
VEHICLE GUARD RAIL IN 180 DIAM. ORIFICE TO BLOCK RETAINING WALL
* ACCORDANCE WITH AS2890. SIDE OF INLET PIT FIT 900 SQ GRATED SW INLET SURROUNDING DETENTION
GATE/LID (HOT DIP GALV WITH MESH BASKET PIT WITH RAISED DOME BASIN/BIO-BED WEIR WALL
—— WHERE STEEL) TO RL11.50 MIN SURROUND GRATE, SET TOP OF PIT HT INDICATED
ENGINEER'S APPROVAL. ee eZ Lf ‘mm ABOVE FINISHED |
OCEANGUARD PIT INSTALLED AND Vo BIO-RETENTION FILTER MEDIA & SURFACE IN GED | |
FINISHED LEVEL 7]
7—— MAINTAINED TO MANUFACTURERS BATTERS 10 BE PLANTED IN : RL11.30 |
AS PER PLAN. ACCORDANCE WITH AUSTRALIAN y EMERGENCY
100 LEVEL RL11.14m ——-— - jae | ut
SPECIFICATIONS. Q +t —GVERELOW WEIR
| STANDARDS. Zw
FINISHED LEVEL GATE/LID (HOT DIP GALV R12 GALV DOWELS @ 400 7 BLOCK RETAINING WALL
400(L) EPOXY GROUTED
R.P. BOUNDARY
AS PER PLAN. WHERE STEEL) TO = _ SURROUNDING DETENTION 300
/ ENGINEER'S APPROVAL. "00m MIN INTO PI. T i ____ BASIN/BIO-BED 1:50 RL10.00
i + 2 (J) 4 EXISTING 225 DIAM oa
2[ ----— : FILTER MEDIA : PIPE 10 GPt . (APPROX. R.L. 10.25)
uy LAYER ~ 400mm ° UPGRADE 10 300 DIAM
R10 GALV DOWELS @ 400 IL AS NOD ue PIPE TO y Ranson i : , : a," :
400(L) EPOXY GROUTED L ge OUTLET == LAYER - 100mm —
100mm MIN INTO PIT ON PLAN. ES => 25 m fe DLLLLELLL LOLS CLLVLLLL RELL Z - 300mm WIDE SCOUR
- as oo CrOFAB iL 923m PROTECTION BETWEEN BLOCK
TELLAM PRE-CAST ——f oo oF] )Uté‘d;«NYd|si‘(<is‘“‘<i‘i‘iaa—= =o DRAINAGE SLOTTED 1000 uPVC PIPES 750 WALL AND BOUNDARY
PIT OR EQUIV. i by _| 2250 uPVC COLLECTOR
pe () a LAYER - 150mm (8 PIPE LAID FLAT. CTRS SET IN 150 THICK 5-7mm
THKNESS AS AS NOTED CLEAN GRAVEL DRAINAGE LAYER.
100mm CLEAN COARSE Le
PER MANU. | | [__0N PLAN \ I's AS NOTED SAND TRANSITION AS PER PLAN |
ON PLAN. LAYER (HATCHED).
PRE-CAST STORMWATER PIT SECTION (-» GPx WITH OCEANGUARD PIT INSERT (A BIO-RETENTION PIT DETAIL
\/ TYPICAL DETAIL XSW SECTION
PROVIDE ABOVE SIGN IN BIO-BASIN
GRADE STONE PITCHING FOR
EVEN FLOW INTO
BIO-RETENTION BED. DRIVEWAY PAVEMENT. REFER INSTALL REECE ’RHS TO PVC
DRIVEWAY & ACCESS PLAN ADAPTOR’ (PROD. CODE 304284),
FOR REINFORCING. OR APPROVED EQUIVELANT AS PER
GALVANISED KERB ADAPTOR TO LOCAL MANUFACTURERS SPECIFICATIONS.
AUTHORITY STANDARDS AND IPWEA
WA SERROUNDING STD. DRG SEQ-RS-081. CUT OUT 50 GAP.
BIO-BED /DETENTION ST LAYBACK KERB AS NECESSARY TO Min. _
BASIN sz Tae TTT : 300mm MIN THK COMPACTED INSTALL GALVANISED KERB ADAPTOR
— GRANULAR MATERIAL UNDER SLAB. WITH NEAT, TIGHT FIT.
TRAFFICABLE AREAS - 4 [| __|
©— MIN 98% FIELD DENSITY THROUGH r + WaT ANT ;
DRAINAGE PIPE SIZES BACKFILL DEPTH. D>900mm “bso Reset“
AS PER PLANS & mm 400mm oe 2/125x75. x4.0 RHS
DETAILS.
H.D. GALV. PIPES ACROSS ( )
FOOTPATH/VERGE. KERB OUTLET (2
APPROVED COMPACTED —
BEDDING SAND.
RC CONCRETE HEAD WALL
WITH STONE PITCHING
SCOUR PROTECTION FOR
EVEN FLOWS INTO
BIO-RETENTION BED. LAY BACK KERB ADAPTOR TO
SW FLOW DISPERTION - RC HEADWALL (_— SW PIPE TRENCH/PIPE BEDDING & BACKFILLING EXISTING KERB DETAIL (RHS).
\ / UNDER PAVEMENT TYPICAL SECTION
SECTION DETAIL
THIS PLAN TO BE READ IN CONJUNCTION WITH
SCG CONSULTING ENGINEERS STORMWATER
~ MANAGEMENT REPORT 31131(SWM)
-—~_ |
.
iS
| gS
3
| & Tall GPt oes Revision | Description Date
ny Issue:
i) TIMBER PALING FENCE 100 DIAM uPVC CONNECTOR FOR APPROVAL
iT | PPS
|
| ‘000mm MIN LOOSE STONE PITCHING WITHIN TRUNK DRAIN AS INDICATED DO NOT SCALE FROM THIS DRAWING
mm . . 4 . . .
TERRACE. SLAB ||, PROVIDE SLEEPER ALONG SWALE OVER GEOTEXTILE BLANKET a ON PLAN Pctoetre copii adens a tbat rated oa
AS PER PLANS Ir BASE OF PALING FENCE TO the written permission of SCG Consulting Engineers.
a [Reva FLOWS WITHIN
rn Mh: SWALE
email:[email protected]
web:www.scg-engineers.com
ABN 40 098 481 299
PS Nooea risade.
Ph (07) 5455 5604
SWALE. DRAIN, Ne
REFER DETAIL
/—— REAR OF UNIT DRAINAGE PIT
DEBUILD T/A
Ye) TYPICAL SECTION Title
TYPICAL SECTION VEGETATED SWALE STORMWATER DETAILS
(8 \ REAR DRAINAGE. SWALE ma
89-93 Eumundi Noosa Rd,
\swt/ TYPICAL SECTION CT CAMLLE
Date: Drawn Design
April 22 SR SR
0 1 > 3 4 5 Checked: Drg No. Re
° nnn} 7 1:100 @ Al §
200 @A3 = 8 Richerdson 51131-SW1.2) .