OPW24-0138 - Drawings for Scooter Style - 16 Rene St, Noosaville

Page 2

 

 

DRAWING SIZE — Al

CONSTRUCTION NOTES

GENERAL:

1. DO NOT SCALE FROM THIS DRAWING.

2. ALL DIMENSIONS IN. MILUMETRES

3. SETTING OUT DIMENSIONS ARE TO BE OBTAINED FROM THE
ARCHITECTURAL DRAWINGS.

4. ANY DISCREPANCIES BETWEEN THESE DRAWING AND THE
ARCHITECTURAL DRAWINGS ARE TO BE REFERRED TO THE
ENGINEER IMMEDIATELY.

5, THE BUILDER |S RESPONSIBLE FOR LOCATING ALL EXISTING
SERVICES WITHIN AND ADJACENT THE ALLOTMENT AND SHALL
ENSURE THAT ALL NEW WORKS ARE IN ACCORDANCE WITH
THE ATTACHED CRITICAL DEPTH UNE 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 96% MINIMUM
DENSITY RATIO TO BE ACHIEVED FOR COHESIVE (CLAY) SOLS
AND. 65% MINIMUM DENSITY INDEX FOR COHESIONLESS
(SANDY) SOILS. IN ACCORDANCE \WTH AS3798-2007.

UNLESS NOTED OTHERWISE A MINIMUM BEARING CAPACITY
OF 100KPA SHOULD BE ACHIEVED WITHIN COMPLETED FILLING.
COMPACTION AND BEARING CAPACITY TEST RESULTS MUST BE
PRESENTED 10 SCG CONSULTING ENGINEERS FOR APPROVAL
PRIOR TO WORKS PROCEEDING.

9. CHENSET OR EPOXY BOLTING TO CONCRETE OR BLOCK
WORK MEMBERS NOMINATED ON THE ATTACHED PLANS ARE
TO UTLISE RANSET CHEMSET INJECTION B00 SERIES OR
EQUALLY APPROVED. ALL WORK TO BE IN STRICT
ACCORDANCE WITH THE MANUFACTURERS REQUREMENTS,

10, THE BUILDER MUST PROTECT ALL EXISTING NEIGHBOURING
STRUCTURES /BUILDINGS THROUGHOUT THE WORKS,
PARTICULARLY DURING EARTHIKORKS. REFERENCE SHOULD BE
MADE TO OUR CRITICAL DEPTH LINE DIAGRAM OR SEEK
‘GUIDANICE 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 10 BE IN
ACCORDANCE WITH AS3500.

3. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS
OF AUTHORITES HAVING JURISDICTION, AFTER OBTAINING
ALL NECESSARY PERMITS AND APPROVALS,

4. THE CONTRACTOR IS TO CONFIRM THE POSITION OF
ALL ENISTING SERMICES. AS INDICATED ON THESE AND
jesocten PLANS PRIOR TO THE COMMENCING OF

5, STORMWATER DRAINAGE PIPES SHALL BE CLASS SH
UPC OR RUBBER RING JONTED REINFORCED CONCRETE
PIPE LAID AT A INMUM GRADE OF 1 IN 100 UNO.
SONS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH
THE MANUFACTURERS REQUIREMENTS.

6, SEWERS 100mm DIAM. UPVC UNO. AND LAID AT &
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 BOYES.

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 WINMUM
INTERNAL PIPE DIAMETER UNLESS NOTED OTHERWISE,

 

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RAL FILLING Ni
THE SITE 1S TO BE SCRAPED CLEAR OF ALL ORGANIC
MATERIAL AND DEBRIS.
THE SUBGRADE IS 10 BE ROLLED WiTH A VIBRATING STEEL
DRUM ROLLER TO ACHIEVE & MINIMUM RELATIVE FIELD
DENSITY OF 98% THE COMPACTION {S 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 OTHERMISE A MINIMUM BEARING CAPACITY
OF 100kPo SHOULD BE ACHIEVED WITHIN COMPACTED FILLING.
COMPACTION & BEARING CAPACITY TEST RESULTS MUST BE
PRESENTED 10 SCG CONSULTING ENGINEERS FOR APPROVAL
PRIOR TO WORKS PROCEEDING.
THE FILL MATERIAL IS 10 BE APPROVED MATERIAL
BORROWED FORM SITE OR IMPORTED CLEAN GRANULAR
MATERIAL (LE. SAND TO A CLAYEY SAND IN ACCORDANCE
WiTH ASI726) 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 10 1TS REMOVAL T0 ENSURE ITS
‘COMPATIBIUTY.
THE FIL IS TO BE PLACED AND COMPACTED IN
ACCORDANCE WITH AS3798-1996 TO A LEVEL SUFFICIENT 10
ACHIEVE & 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 WTH 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 452870-1996 TO
ACHIEVE A MINIMUM RELATIVE FIELD DENSITY OF 98%.
~ANY LOOSE OR SOFT MATERIAL UNCOVERED INTHE SITE
PREPARATION SHALL BE REMOVED AND REPLACED WITH THE
APPROVED FILL MATERIAL COMPACTED IN ACCORDANCE ITH
AS2870-1996 TO ACHIEVE A MINQMUM RELATIVE FIELD
DENSITY OF 98%,
SITE DRAINAGE AND SILT PROTECTION MEASURES MUST BE
INSTALLED PRIOR TO CONSTRUCTION COMMENCING,

PAVEMENT EARTH|

—THE PAVEMENT AREA |S 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
FROW THE SITE.

~THE EXPOSED SURFACE WUST BE TESTED BY A
GEOTECHNICAL ENGINEER FOR SUB-GRADE ADLQUACY (min
CBR 5) .

ANY AREAS REQUIRING FILLING TO THE UNDERSIDE OF
PAVEMENT SHOULD USE APPROVED STOCKPILED MATERIAL
FREE OF TOPSO\L/VEGETATION OR IMPORTED CLEAN
GRANULAR MATERIAL (LE. SAND TO A CLAYEY SAND IN
ACCORDANCE WHTH ASI726). 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%, UNEAR SHRINKAGE OF 15%). THE PROPOSED MATERIAL 1S
0 BE INSPECTED BY SCG CONSULTING ENGINEERS PRIOR TO
ITS USE TO ENSURE ITS COMPATIRLITY.

THE FILL IS TO BE PLACED AND COMPACTED IN MAX 150mm
THICK LAYERS ACCORDANCE WITH AS3798~2007 TO ACHEVE
LEVEL 1 CERTIACATION WTH A MINIMUM STANDARD DENSITY
RATIO OF 100% COPIES OF COMPACTION TEST RESULTS SHALL
BE PRESENTED 10 SCG CONSULTING ENGNEERS 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

“FLING AND COMPACTING ADJACENT EXISTING STRUCTURES
1S TO BE IN STRICT ACCORDANCE WTH THE ASSOCIATED
DETAILS AND SPECIFICATIONS,

~AREAS WHORE EXISTING STRUCTURES OR TREES ARE
REMOVED SHOULD BE REMOVED AND BACKFILLED IN
ACCORDANCE WTH THE ABOVE SPECIFICATIONS

PAVEMENT BASE AND SUB-BASE MATERIAL SHALL BE
PLACED AND COMPACTED IN MAX 150mm THICK LAYERS IN
ACCORDANCE WTH AS3798-2007 TO ACHEVE 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 WTH A FULL MATER TRUCK IN
THE PRESENCE OF THE DESIGN ENGINEER TO CONFIRM
ADEQUACY PRIOR TO AC PLACEMENT.

SITE DRANAGE AND SILT PROTECTION MEASURES MUST BE
INSTALLED PRIOR TO CONSTRUCTION COUMENCING,

‘OOTPATHS AND_DRIVEWAYS:
1. EXISTING FOOTPATHS TO BE SAW CUT PRIOR TO REMOVAL
2, MINIMUM CONCRETE THICKNESSES:

PAVEMENT (VEHICLES). 125mm U.N.O.
LOOTPATHS: 100mm _U.N.O
3. CONCRETE IN ACCORDANCE WITH AS360 AND ASI379
AND li TRENGTH' DLLOWS:

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. MAY. 1 in 40 CROSSFALL (ACCROSS) ON FOOTPATHS.
7. EXPANSION JOINTS AS NOTED (T.iL) ON PLANS TO BE
10mm WOE WET TOOLED WITH EVERY 2ND MESH WRE 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 EXSTING SERVICES TO BE LOCATED AND PROTECTED
‘AS REQUIRED PRIOR TO WORK COMMENCING

   

 

 

EXISTING CONDITION SURVEY
‘A PHOTOGRAPHIC SURVEY OF THE EXISTING KERB &
CHANNEL AND FOOTPATHS FRONTING THE SITE IS 70
BE COMPLETED AND ISSUED TO COUNCIL PRIOR 10
THE PRE-START WORKS MEETING TH COUNCIL.

 

 

CONCRETE :
1. ALL WORKMANSHP 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 ~ 25MPo, MAX SLUMP 100mm & 20mm MAK, AGG. SIZE.
GROUND FLOOR SLABS 100—150THK. ~ 32MPa, MAX. SLUMP 80mm de
20mm MAX. AGG. SIZE.
PAVEMENTS — 32MPo, MAX. SLUMP, 8Omm & 20mm MAX. AGG. SIZE
BLOCKWORK GROUT ~ N25, MAX. SLUMP, 100mm & 10mm MAX. AGG, SIZE.
4. ALL CONCRETE MEMBERS GREATER THAN 100mm IN THICKNESS MUST BE
MECHANICALLY VBRATED.
5. IN NO INSTANCE SHALL THE CONCRETE BE WETTED UP PRIOR 10 OR
DURING PLACEMENT.
6. SLAB CONCRETE SHALL BE CURED FOR A MINIMUM OF SEVEN (7) DAYS
BY AN APPROVED METHOD. DETALS AVAILABLE UPON REQUEST.
7. FORMWORK TO BE IN ACCORDANCE. W'TH AS3610. DESIGN AND
CERTIFICATION IS BY OTHERS AND MUST BC INSPECTED AND APPROVED BY
THE FORMWCRK DESIGNER PRIOR TO THE PLACEMENT OF ANY CONCRETE,
8. FORMWORK STRIPPING AND BACK-PROPPING OF SUSPENDED FLOOR
SLABS TO THE APPROVAL OF THE ENGINEER.
INFORCEMENT
1. THE FOLLOWING MARKS ARE USED TO IDENTIFY THE VARIOUS
REINFORCING STEELS USED, GOVERNING STANDARD FOR USE ALSO LISTED;
TM ~ TRENCH MESH, min 450MPo (431304)
F ~ MESH/FABRIC, Mit. 450MPo (#51304)
N = DEFORWED BAR, MIN. 5O0MPo (4S1302)
R ~ PLAIN BAR, MIN 250MPa (AS13502)
WW HARD DRAVH WIRE, MIN 450MPo (AS1303)
2. ALL REINFORCEMENT SHALL BE CHAIRED, TIED AND RESTRAINED IN| THE
CORRECT LOCATION TO ENSURE NO MOVEMENT OURING CONCRETE
PLACEMENT. SLAB MESH CHAIRS AT 800mm CTRS. MAX. IN BOTH
DIRECTIONS.
3. MINIMUM COVER TO REINFORCENENT 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 TMES THE BAR DIAMETER
(OR 500mm WHICHEVER GREATER FOR REINFORCING BARS.
5, ALL EXPOSED STARTER BAR ENDS 10 BE FITTED WITH PROTECTIVE END
CAPS UNTIL ENCASED IN CONCRETE

STEELWORK :

TALL WORKMANSHIP INCLUDING FABRICATION AND ERECTION SHALL BE IN

ACCORDANCE TH AS4100 é ASSIS 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 I

ACCORDANCE WITH ASSI31

3. ALL STEELWORK UNLESS NOTED OTHERMMSE 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 ASSI3I). ‘HERE GRADE

8.8/5 ARE SPECIFIED ARE 10 BE GALVANIZED AND IN ACCORDANCE WTH

‘AS1252.1 (S-SNUG TIGHT IN ACCORDANCE WITH ASSIS1)

6.TEMPORARY BRACING AND SUPPORT SHALL BE PROVIDED 10 THE

STRUCTURE UNTIL ALL BOLTS ARE INSTALLED AND TIGHTENED AS SPECIFIED.

7, ALL STRUCTURAL STEEL MEMBERS TO CONFORM WITH THE FOLLOWING

AUSTRALIAN STANDARDS AND MIWIMUM STRENGTHS GRADES (MPa),
SHS/RHS/CHS HOLLOW SECTIONS - ASII63, WIN GRADE C350L0
UB/UC/PFC/EA/UEA HOT ROLLED SECTIONS - AS3679, WIN GRADE

PLATE SECTIONS - AS3678, MIN GRADE 250

COLD FORMED PURLINS/GIRTS (C_OR Z) ~ ASI397, MIN GRADE 450
& ALL WELDING SHALL BE CARRIED QUT IN ACCORDANCE WTH ASSI3I
ON-SITE WELDING 1S NOT PERMITTED §THOUT APPROVAL FROM THE
ENGINEER, UNLESS NOTED OTHERMISE ALL WELDS ARE TO BE 5.0mm
CONTINUOUS FILLET WELDS (C.FW.)
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 10 BE PROVIDED WITH STEELWORK SHOP DRAWINGS
FOR REVIEW AND CONMENT PRIOR TO FABRICATION,
REINF BLOCKWORK :
is a MATERIALS AND WORKMANSHIP TO BE IN ACCORDANCE WITH AS3700

2. MINIMUM MASONRY STRENGTH F'UC=15Mpa

S.MORTAR MIX: 1/2: 5 (CEMENT:LIME:SAND)

4, ALL CORES 1 BE CLEANED AND FREE OF ALL MORTAR FINS PRIOR TO
GROUTING VIA CLEAN-OUT BLOCKS AT THE BASE OF THE WALL

5, MINIMUM GROUT STRENGTH fc=20MPo (300kg/m3 MIN. CEMENT) WTH A
MAXBIUM 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 SHOIN ON ASSOCIATED DETAILS

8. WALLS TO BE WATERPROOFED WHERE INDICATED ON THE DRAWINGS.
WATERPROOF MEMBRANES INSTALLED IN STRICT ACCORDANCE ¥4TH 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 10 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.

fnani—t_}—1_im1:100 © At

I TION JANCE REQUIREMENTS
Vegetation plays a key role in maintaining the porosity of the filter media of
« biotetentin basin and a strong healthy growth of vegetation is critical to
its performance. Therefore the most intensive period of maintenance is
during the plant esteblshment period (firs two years) when weed removal
and replanting moy be required
Inflow systems ond overlow pits require coretul monitoring, os these con be
prone to scour and litter build up. Debtis can block inlels or outlets ond
con be unsightly, particularly in high visibly areas. Inspection ond removel
cof debris shoulé be done requir, and debris should be removed whenever
it is observed on a site. Where sediment forebays are adopted, regulor
inspection of the forebay is required (3 monthly) wth remove of
accumulated sediment undertoken as required
For larger bioretention bosins, itis essential that 0 maintenance access
point 1s designed for and
tmaintoined in the bioretention bosin, The size and complexity of the system
will guide its design ond may invobe provision of o reinforced concrete
ramp/_pod for truck or machinery occess.

2005 Edition

Amended. June 2007

Policy 11: Lond Development Guidelines

Section 13.6 ~Biretention Basins

27 of 43

Typical maintenance of biorelenton basin elements will invoive

+ routine inspection of the bioretention basin profile to identify ony oreas of
obvious increased sediment deposition, scouring from storm flows, rill
erosion of the batters from Ioteral inflows,domiage lo the profile from
vehicles ond clogging of the bioretention basin (evident by @ boggyfiter
media surface);

routine inspection of inffous systems, overtow pits and under-drains to
identify and clean any areas of scour, litter build up and blockages,
removal of sediment where il is smothering the bioretention basin
vegetation;

where o sediment forebay is adopted, removal of accumulated sediment;
repairing ony domoge to the profie resulting trom scour, sil erosion or
vehicle damage by replacement of appropriate fil (lo match onsite sols)
and revegetatng;

* liling of the bieretention basin surface, or removol of the surface layer, if
there is evidence of clogging;

requior watering/ tigation of vegetation until plonts are established ond
actively growing,

removal and management of invsive weeds (herbicides should not be

 

  

used);
removal of plants that have died and replacement with plonts of
equivalent size and species as detailed in the plant schedule;

pruning to remove deod or diseased vegetation material and to stimulate
growth;

+ vegetation pest monitoring ond contol

Reselling (i. complete reconstcuction) of the biorelention basin will be
required if the system fais to droin adequetely after tiling of the surface
Maintenance should only occur after 0 recsonably cain tree period when the
soil in the biorelention system is dry. Inspections are also recommended
folloning large storm events lo check for scour ond other damage

All maintenance activities must be specified in a maintenance plan (ond
‘associoted maintenance

inspection forms) to be documented ond submitted to Council as port of
the Development Approval

process. Maintenance personnel ond asset managers wil use this plan to
ensure the bioretention

basins continue to function os designed. An example operation ond
maintenance inspection form is

inclided in the checking tools provided in Section 136.7. These forms must
be developed on a site

specific bosis os the nature ond configuiaten of biortention bosins varies
significantly.

For Delaled cintenonce Requirements & Scheduling Checklst refer to
“Water by Design - Maintaining Vegetated Stormwoter Assets. 2009

 

 

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FOR APPROVAL

 

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“CONSTRUCTION NOTES

 

 

 

 

 

Project
16 Rene St,
Noosaville
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Page 3

 

DRAWING SIZE — Al

 

i HEIGHT DATUM

tl LOT 13 ON RP 150347
Level Datum AHD

Level Origin OPM 52590

| | Rene Street, Noosaville

Survey information provided by
AZMUTH SURVEYS

 

 

 

 

 

 

 

901
RP150345
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EX. SWET ==} sw/ex ————. sw/ex ————- sex
* FIELD PIT
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PLOTTED FROM RECORDS SEWER M/H

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PLOTTED FROM RECORDS

23
RP888470

LEGEND
4182 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 UNE APPROX
ALIGNMENT, BUILDER TO CONFIRM EXACT
LOCATION PRIOR TO WORKS

INDICATES STORMWATER DRAIN ESTING
AS NOTED

 

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www.dialbeforeyoudig.com.au

DIAL1i00

BEFORE YOU DIG

 

 

 

 

 

 

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RP150347

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SITE PLAN — SITE SURVEY & EXISTING SERVICES.

Scole T: 100

 

ALL SERVICES SHOWN CN THIS PLAN INDICATIVE
ONLY CONTRACTOR TO LOCATE ALL SERVICES
PRIOR TO COMMENCING WORKS ON SITE. ALL
SERVICES ARE 70 BE PROTECTED IN
ACCORDANCE TH THE AUTHORITY
RESPONSIBLE FOR THE SERVICE

 

 

 

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EX SWPT EXISTING STORMWATER PIT

EX SMH EXISTING SEWER MANHOLE

EX, SCP EXISTING SEWER CONNECTION PONT
1B.

£0. EXISTING EDGE OF BITUMEN
K&C EXISTING KERB & CHANNEL
NSL NATURAL SURFACE LEVEL
FA FIRE, HYDRANT

TP TELSTRA PIT

EP. ELECTRICAL PILLAR
KERB EXISTING KERBING
RCEW REINFORCED CONCRETE ENO WALL

 

 

sv STOP VALVE
WM WATER METER
Revision | Description ate

 

 

 

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Page 4

 

DRAWING SIZE - Al

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

    

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

    
 
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

    
      

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
 
  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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\ HEIGHT DATUM 14 \ cows
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N Level Datum AHD TP 4
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® SLAB POUR BREAK CONTROL JOINT, INDICATES EXISTING SEWER UNE PIT TRIMMER DETAIL FOR PITS issue:
REFER TO DETALS ON THIS SHEET. FINAL PAVEMENT THICKNESS TO BE FOR APPROVAL
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(1s) DENOTES WET TOOLED JOINT TO TERRACE “ ANSE LER TO CONFIRM EXACT om FOLLOWNG GEOTECHNICAL DO NOT SCALE FROM THIS DRAWING
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www.’ youdig.com. PAVEMENT MATERIALS: Seo WEE Sony LEME 200(0) EDGE FILLER MATERIAL FULL DEPTH Project
SSS 125mm N32 CONCRETE PAVEMENT, SL82 MESH MODLE ae THICKENING OF PAVEMENT.
DIAL1100 100 THK COMPACTED BASE COURSE SAND OR CRUSHER DUST 16 Rene St,
~SUB-GRAL Ti CC CE WTH IFICATION ‘il
RINE Why CARPAR DANEHENT SECT i Tu) TOOLED JOINT CJ) CONCRETE CONTROL JOINT DETAIL Noosaville
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Level Datum AHD.
Level Origin OPM 52590
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Survey information provided by
AZMUTH SURVEYS
DUSTING OVERLAND FLOW TO \
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