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Page 5

 

LANDSCAPE SPECIFICATIONS

1.0 GENERAL NOTES

ABBREVIATIONS

- EP - ESTABLISHMENT PERIOD + LA- LANDSCAPE ARCHITECT
+ N/A- NOT APPLICABLE + O.C,-ON CENTRE

+ SCRC - SUNSHINE COAST REGIONAL COUNCIL

+ SUPER - SUPERINTENDENT

THE FOLLOWING LANDSCAPE OPERATIONAL WORKS PLAN PACKAGE CONSISTS OF THE
FOLLOWING SCHEDULE OF DRAWINGS;

Lo1 GENERAL NOTES

Lp2 DETAILS

LD3 DETAILS, LEGEND, PLANT SCHEDULES

LP1-LP6 LANDSCAPE DRAINAGE & CONCRETE EDGING PLANS
LP7-LP15 PLANTING PLANS

LP16 ‘TREE RETAINED / REMOVAL PLAN

THE LANDSCAPE PLANS MUST BE READ IN CONJUNCTION WITH THE OPERATIONAL WORKS
LANDSCAPING DECISION NOTICE ONCE ISSUED, ARBORIST'S REPORT, REHABILITATION PLAN,
& KOALA HABITAT MANAGEMENT PLAN. THIS PLAN HAS BEEN DEVELOPED TO COMPLY WITH
THE SUNSHINE COAST REGIONAL COUNCIL - THE NOOSA PLAN PLANNING SCHEME.

PRELIMINARIES:

+ BEFORE WORK COMMENCES THE SUBCONTRACTOR IS TO ORGANISE A PRE-START MEETING
WITH THE LA TO ESTABLISH SCOPE OF WORKS MANAGEMENT PROCEDURES & CLARIFY ANY
ISSUES,

+ CALL DIAL BEFORE YOU DIG 11 00 PRIOR TO ANY EXCAVATION.

+ PRIOR TO COMMENCING CONSTRUCTION WORKS, VERIFY DIMENSIONS, LEVELS & LOCATION
OF SITE SERVICES, REFER ENGINEER'S DRAWINGS GENERALLY.

- WHERE ANY DISCREPANCIES OCCUR WITHIN LANDSCAPE DOCUMENTATION REFER TO
LA & SITE SUPER.

SEDIMENT AND EROSION CONTROL,

+ INSTALL SILT CONTROL FENCING IN ACCORDANCE WITH SITE ENVIRONMENTAL
MANAGEMENT PLAN & LOCAL AUTHORITY REGULATIONS.

+ SEDIMENT & EROSION CONTROL DEVICES TO BE INSTALLED WHERE NECESSARY & AS.
DIRECTED ON SITE BY SUPERINTENDENT.

+ ALL SEDIMENT & EROSION CONTROL DEVICES ARE TO BE INSTALLED IN ACCORDANCE
WITH MANUFACTURER'S SPECIFICATIONS.

+ THE CONTRACTOR IS RESPONSIBLE FOR ENSURING SEDIMENT & EROSION CONTROL,
DEVICES ARE INSPECTED & MAINTAINED AS FOLLOWS;

a.) DURING CONSTRUCTION: - DAILY DURING DRY WEATHER,

- PRIOR TO PREDICTED STORM EVENTS

- TWICE DAILY DURING PROLONGED RAIN
b.) DURING ESTABLISHMENT PERIOD: - WEEKLY DURING DRY WEATHER

= PRIOR TO PREDICTED STORM EVENTS,

- TWICE WEEKLY DURING PROLONGED RAIN

- ALL STOCKPILES ARE TO BE PROTECTED WITH SUITABLE EROSION CONTROL DEVICES &
GRADED TO ENSURE CONTROL OF RUNOFF.

+ COORDINATE INSTALLATION OF SEDIMENT & EROSION CONTROL DEVICES WITH CIVIL
CONTRACTOR TO ENSURE COMPATIBILITY & CONSISTENCY IN CONTROL MEASURES,
ALL EXPOSED SURFACES, ONCE COMPLETED SHALL BE IMMEDIATELY STABILISED TO
PREVENT EROSION.

SITEWORKS AND DRAINAGE

+ REMOVE ALL UNWANTED MATERIAL, DELETERIOUS & OPERATIONAL DEBRIS FROM SITE.

+ PLAN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS.

+ VERIFY ALL DIMENSIONS IN-THE-FIELD.

- WHERE BAD GROUND OCCURS OR LEVELS PROVIDED ARE NOT FUNCTIONAL REFER TO LA.

+ ENSURE SITE DRAINAGE CAN OCCUR TO WHOLE OF SITE & WHERE PATHS, EDGES, &
GARDENS ETC. MAY IMPEDE DRAINAGE, REFER TO SUPERINTENDENT BEFORE CONTINUING
WORKS.

+ ENSURE DRAINAGE WORKS CORRELATE WITH ADJACENT LAND.

+ CIVIL DESIGN HAS PROVIDED A POSITIVELY DRAINED SITE HOWEVER, WHERE DRAINAGE
ISSUES ARE IDENTIFIED REFER SUPER.

+ REFER TO 2.0 LANDSCAPE CONSTRUCTION - DRAINAGE FOR MORE INFORMATION,

» EXCEPT WHERE INDICATED OR SPECIFIED, FINISHED SURFACE LEVELS ARE TO BE FLUSH
WITH ADJACENT SURFACES & GRADED EVENLY ELSEWHERE.

+ ENSURE SMOOTH, FLOWING, EVEN GRADES AND POSITIVE DRAINAGE WITH NO PONDING TO
FALL PERCENTAGES SHOWN ON PLAN, 3% (MINIMUM 2%). FINISHED GRADES SHALL BLEND
INTO EXISTING GRADES PROVIDING A NATURAL APPEARANCE WITH NO ABRUPT EDGES,

TOPSOIL HARVESTING, STOCKPILING, RE-USE & SPREADING

+ CIVIL ENGINEERING EARTHWORK OPERATIONS WILL HAVE HARVESTED & STOCKPILED SITE
TOPSOILS. LANDSCAPE CONTRACTOR TO COORDINATE WITH CIVIL CONTRACTOR TO
ENSURE TOPSOIL IS RE-INSTALLED PER THE FOLLOWING SPECIFICATIONS IN RESPECTIVE
LANDSCAPING AREAS.

+ TOPSOIL STOCKPILING SHALL OCCUR IN AN AREA ADJACENT TO THE STRIPPED AREA(S) OR
AREA BY ENGINEER OR OWNER WHICH WILL NOT HINDER VISIBILITY FOR INSPECTION OF THE
WORK.

+ STOCKPILE CONSTRUCTION TO ENSURE NO PONDING OF WATER & POSITIVE DRAINAGE.

- INSTALL EROSION CONTROL MEASURES PER ENGINEER & ABOVE FOR STOCKPILED
TOPSOIL.

- LANDSCAPE CONTRACTOR TO CONDUCT SOILS ANALYSES TESTS TO STOCKPILED TOPSOILS
& AMELIORATE PER RECOMMENDATIONS PRIOR TO RE-SPREADING. FURNISH LA WITH
RESULTS. LANDSCAPE CONTRACTOR TO ALLOW FOR FOR pH BALANCING & NUTRIENT
AMELIORATIONS. ALL SOIL TESTING TO BE CONDUCTED BY A LAB ACCREDITED BY THE
NATIONAL ASSOCIATION OF TESTING AUTHORITIES OR A LAB WITH RELEVANT

2.0 LANDSCAPE CONSTRUCTION

LEVELS:

- SEE PLAN FOR ENGINEER'S PLAN LEVELS & PROPOSED LEVELS.

+ VERIFY ALL LEVELS, CONDITIONS, & UTILITY LOCATIONS IN-THE-FIELD INCLUDING ALL
INVERTS. IF A DISCREPANCY OCCURS NOTIFY SUPER &/OR LA.

- LEVELS TO BE CONFIRMED BY A QUALIFIED/LICENSED SURVEYOR. SEE PLANS FOR LEVEL
SOURCES.

- GRADE EVENLY BETWEEN PRESCRIBED LEVELS & FINISHED SURFACE LEVELS ENSURING
POSITIVE DRAINAGE & NO PONDING AREAS.

+ CO-ORDINATE ESTABLISHMENT OF LEVELS WITH SUPER.

- ENSURE 2% MINIMUM SLOPE AWAY FROM ALL STRUCTURES TO PITS OR SWALES.

DRAINAGE

- ALL FIELD INLETS & SUBSURFACE DRAINS TO BE CONNECTED TO ENGINEER'S SITE
STORMWATER DRAINAGE SYSTEMS.

+ PROVIDE SUBSURFACE DRAINAGE TO ALL GARDEN BED AREAS PER DETAIL. DRAINAGE TO
BE SOCKED 100mm MIN. AG-FLOW PIPE CENTRED IN 300x300mm
GRAVEL TRENCH SURROUNDED BY LA APPROVED PERMEABLE BIDUM.

- LANDSCAPE FIELD INLETS TO BE 450x450mm PLASTIC SUMPS WITH L.D. GALVANISED
SURFACE GRATE, DETERMINE REQUIREMENTS ON-SITE IN ADDITION TO THOSE ON PLANS.

- ENSURE ALL DAMAGED STORMWATER PIPES ARE REPLACED & RELOCATED AS NECESSARY.

+ STORMWATER DRAINAGE TO BE 100mm MIN. UPVC DRAINAGE PIPE.

+ ENSURE SITE DRAINAGE CAN OCCUR TO WHOLE OF SITE & WHERE PATHS, EDGES, &
GARDENS ETC. MAY IMPEDE DRAINAGE; REFER TO LA BEFORE CONTINUING WORKS,

+ ENSURE DRAINAGE WORKS CORRELATE WITH, & DO NOT DISTURB, ADJACENT LAND.

+ SEE LEGEND FOR PLAN SYMBOLS AND/OR PLANS FOR LOCATIONS.

+ FURNISH & INSTALL 1m? OF 100-200mm@ WASHED, SOUND, ROUNDED MARY RIVER GRAVEL
‘SPALLS OVER PINNED PERMEABLE GEO-FABRIC AT ALL NEW LANDSCAPE DRAINAGE
DAYLIGHT POINTS.

CONCRETE WORKS

+ PATH ALIGNMENTS TO BE PEGGED BY CONTRACTOR & APPROVED BY LA PRIOR TO POURING.

+ INSTALL FEATURE, LIGHT EXPOSED, F72 REINFORCED CONCRETE SLABS GRADE 25 MPA,
WITH FINISHED CONCRETE THICKNESS TO BE 100mm ON COMPACTED SUB-GRADE AS.
SHOWN ON PLANS.

+ PROVIDE CONNOLLY KEY EXPANSION JOINT (EXJ100) OR APPROVED SIMILAR TO.
MANUFACTURER'S RECOMMENDATIONS & CONSTRUCTION JOINTS (TOOL JOINTS) AT THE
FOLLOWING INTERVALS;

PATH WIDTH. EXPANSION JOINT __ CONTROL JOINT
3m 12m 3am

2m 8m 2m

1.5m 6m 1.5m

1.2m 4.8m 1.2m

+ ALL OTHER CONCRETE WORKS INCLUDING PATHWAYS & RAMPS TO BE CONSTRUCTED TO
CURRENT SCRC ROAD/STREET STANDARDS R0065 & R0084 & IN ACCORDANCE WITH ALL
AUSTROADS CONSTRUCTION DETAILS OR GREATER EXTENT AS DESCRIBED HEREIN & ON
PLANS & DETAILS,

EDGING

» MAINTAIN SPADE CUT EDGES PER PLAN & DETAIL.

» SUPPLY & INSTALL 100x100mm CONCRETE GARDEN EDGES AS SPECIFIED & SHOWN ON THE
PLANS & DETAILS, SPECIFICALLY WHERE NEW GARDENS ARE LOCATED ADJACENT TO NEW
TURF AREAS. TIE OFF ENDS PERPENDICULARLY TO PATHS AT KERBS AT CONTROL OR
EXPANSION JOINTS.

+ SUPPLY & INSTALL TIMBER EDGES AS SPECIFIED & SHOWN ON THE PLANS & DETAILS,
INCLUDING WHERE GRAVEL AREAS ARE ADJACENT TO NEW GARDEN AREAS.

» WHERE DRAINAGE IS REQUIRED THE FOLLOWING APPLIES:

- ALLOW FOR SEEPAGE INTERCEPTION SUB-SURFACE DRAINAGE WHERE PATHS &
LANDSCAPE WORKS IMPEDE DRAINAGE. (TO BE COORDINATED ON SITE)

= ALLOW FOR 300mm x 300mm GRAVEL TRENCH WITH SOCKED AG-LINE UNDER PATH,
DISCHARGE TO NATURAL DRAINAGE LINES.

= ALLOW FOR 300mm x 300mm LATERAL COLLECTION TRENCHES EXTENDING NOM. 1m
EITHER SIDE OF LOW POINT.

PLANTING

NEW GARDENS

+ EXCAVATE CIVIL FINISH LEVELS 300mm FOR GARDEN AREAS (UNLESS COMPLETED BY CIVIL
CONTRACTOR).

+ CULTIVATE SUBGRADE SOIL TO A DEPTH OF 150mm.

+ SPREAD A.S.4419 IMPORTED ORGANIC TOPSOIL MIX TO A DEPTH OF 300mm OVER PREPARED
GARDEN AREAS & TRIM.

+ CROWN BEDS AT CENTRE, 100mm.

+ MULCH GARDENS WITH SITE OR LA APPROVED COMPOSTED & FINELY TUB GROUND MULCH
TO A DEPTH OF 100mm UNLESS OTHERWISE NOTED ON PLANS.

+ ALL SUPPLIED TOPSOIL & MULCH TO COMPLY WITH CURRENT A.S. & FREE OF WEEDS, SEEDS
(SPECIFICALLY NUTSEDGE), PESTS INCLUDING FIRE ANTS & SOIL BORNE VIRUSES &
DISEASES. PROVIDE LA WITH CERTIFICATION.

TREE PLANTING

+ REFER TO STREET TREE & TREE PLANTING DETAILS (AS APPLICABLE) FOR INFORMATION.

+ ALL TREES TO BE CERTIFIED THAT THEY COMPLY WITH THIS SPECIFICATION & WITH
'NATSPEC GUIDE SPECIFYING TREES: A GUIDE TO ASSESSMENT OF TREE QUALITY (2003)'
FURNISH LA WITH CERTIFICATION PRIOR TO INSTALLATION.

+ LANDSCAPE CONTRACTOR TO PEG STREET TREE POSITIONS FOR APPROVAL BY SCRC
OFFICER & SUPER BEFORE EXCAVATION.

+ STREET TREES TO HAVE A FULL & EVEN CROWN.

+ INSTALL TREES AT LOCATIONS INDICATED ON THE PLANS, PER NOTES & DETAILS HEREIN.

essence of peregian beach

= MINIMUM 2m FROM STORMWATER CATCH PITS.

- MINIMUM 1500mm HORIZONTALLY & VERTICALLY FROM SEWER LINES.
- MINIMUM OF 6m FROM OVERHEAD STREET LIGHTING.

- MINIMUM OF 900mm FROM BACK OF KERB.

GENERAL PLANTING

- REFER TO DETAIL(S) HEREIN RESPECTIVELY.

+ SUPPLY & PLACE PLANTS ACCORDING TO PLANT SCHEDULE, PLANT SETOUT NOTES & PLAN
LOCATIONS.

- WHERE DISCREPANCIES OCCUR ADVISE SUPER PRIOR TO PLANTING.

- ENSURE PLANTS ARE PLACED & PLANTED AT EQUAL CENTRES, STAGGERED, NOT IN ROWS
UNLESS INDICATED ON PLANS.

+ MASS & GROUP PLANTINGS TO BE SPACED EVENLY IN A TRIANGULAR PATTERN TO ACHIEVE
OPTIMUM COVER RELATED TO MATURE PLANT SIZE AND FORM.

+ SHRUBS & SPREADING GROUNDCOVERS TO BE SET BACK A MINIMUM 500mm FROM ROADS,
KERBS, GARDEN EDGES & PATHS TO ALLOW FOR MATURE PLANT FORM. CONFIRM WITH LA
WHICH REQUIRE MORE DISTANCE.

~ ALL PLANTS MUST BE PLANTED USING ONE AGRIFORM 10g FERTILISER (N.P.K. 20-4.3-4.1)
TABLET AT A RATE OF 1/140mm, 2/200mm, 3/300, 4/45 litre & ABOVE POT SIZES, 5g TABLET FOR
TUBESTOCK. DO NOT USE TABLETS FOR BANKSIAS, GREVILLEAS & HAKEAS.

+ CULTIVATE SUBGRADE TO 150mm.

+ SOAK PLANTS THOROUGHLY BEFORE REMOVING FROM CONTAINER.

+ REMOVE CAREFULLY & INSPECT ROOTBALL, REMOVE OLD MATTED & COILED ROOTS TO
EXPOSE YOUNG ROOTS.

+ DO NOT MIX SOIL FROM HOLE WITH MULCH.

+ ROUGHLY SQUARE HOLE SIDES.

+ FILL HOLE WITH WATER, ALLOW TO DRAIN BEFORE PLANTING.

+ INSTALL FERTILISER TABLET(S).

+ BACKFILL PLANT PIT WITH AS4419 TOPSOIL.

WATER PLANT THOROUGHLY & MAINTAIN APPROPRIATE SOIL MOISTURE LEVELS THROUGH
ESTABLISHMENT. WATER ADDITIONALLY DURING DRY PERIODS DURING ON-MAINTENANCE

BIO-RETENTION AREAS - TUBESTOCK PLANTING

+ REMOVE ALL WEEDS FROM PLANTING AREAS. LEVEL & TRIM PER ENGINEER'S PLANS.

+ PLANTING AREAS TO BE DECOMPACTED & CULTIVATED 150mm DEEP.

+ INSTALL PLANTS PER PLANT SCHEDULE DENSITIES & NOTES & DETAILS.

» INSTALL FERTILISER TABLET(S).
BACKFILL PLANT PIT WITH AS4419 TOPSOIL.

+ WATER PLANT THOROUGHLY & MAINTAIN APPROPRIATE SOIL MOISTURE LEVELS THROUGH
ESTABLISHMENT. WATER ADDITIONALLY DURING DRY PERIODS DURING ON-MAINTENANCE.

+ DO NOT MULCH BIO-RETENTION AREAS SAND FILTER MEDIA.

NEW TURFED AREAS

+ EXCAVATE CIVIL FINISH LEVELS 150mm FOR TURF AREAS (UNLESS COMPLETED BY CIVIL
CONTRACTOR).

+ CULTIVATE SUBGRADE SOIL TO A DEPTH OF 150mm.

+ CIVIL CONTRACTOR TO HARVEST, STOCKPILE & RE-SPREAD SITE TOPSOIL.

+ LANDSCAPE CONTRACTOR TO TEST TOPSOIL TO AUSTRALIAN STANDARDS FOR SOIL
MODIFICATION RECOMMENDATIONS. FURNISH LA WITH RESULTS & CONFIRMATION

+ ALLOWANCES SHALL BE MADE BY LANDSCAPE CONTRACTOR TO ADJUST TOPSOIL FOR pH
BALANCING & NUTRIENT IMPROVEMENTS.

+ TRIM AMELIORATED TOPSOIL, FILL DEPRESSIONS & PROVIDE EVEN FALLS AS INDICATED
ON DRAWINGS.

» FINISHED TURF GRADES/CONTOURS SHALL BE SMOOTH AND UNDULATING, FREE FROM
DELETERIOUS MATERIALS, DEBRIS, LARGE CLODS OF SOIL, STONES, & ORGANIC MATTER,
POSITIVE FLOWING MIN. 2% SLOPES & NO PONDING AREAS, CO-ORDINATE ON-SITE WITH LA &
ENSURE LEVELS ARE APPROVED PRIOR TO LAYING TURF.

+ SUPPLY & LAY ‘A’ GRADE TURF PER PLANS & THE PLANTING SCHEDULE.

+ WATER TURF IN WELL, APPLY WATER TO MAINTAIN SOIL MOISTURE UNTIL ESTABLISHED.

FAUNA FRIENDLY FENCING
+ REFER TO ECOLOGICAL RESTORATION PLANS BY RPS

3.0 MAINTENANCE

+ MAINTAIN WHOLE OF LANDSCAPE WORKS FOR ESTABLISHMENT PERIOD OF TWELVE (12)
WEEKS FROM DATE OF PRACTICAL COMPLETION OF LANDSCAPE WORKS.

+ MAINTAIN WHOLE OF LANDSCAPE WORKS FOR ON-MAINTENANCE PERIOD OF FORTY (40)
WEEKS FROM END OF ESTABLISHMENT PERIOD.

+ WATER - DURING EP PERIOD WATER EVERY SECOND OR THIRD DAY TO MAINTAIN SOIL
MOISTURE OR AS REQUIRED DURING DROUGHT OR EXTREME HEAT PERIODS. WATER ONCE
WEEKLY DURING MAINTENANCE PERIOD. WATER ALL PLANTS,

DURING DROUGHT PERIODS.

+ MOWING - ONCE WEEKLY TO A HEIGHT OF 30mm,

+ TRIMMING - TRIM TURF ADJACENT TO HARD EDGES AS PART OF MOWING PROGRAM.

+ TOP DRESSING - WHEN TURF AREAS HAVE BECOME ESTABLISHED & IMMEDIATELY AFTER
THE FIRST CUT, TOP DRESS LAWN WITH 10mm LAYER OF PIT SAND OR APPROVED SCREENED
TOPSOIL. SCREED TOP DRESSING LAYER INTO LAWN TO GIVE AN EVEN LAYER OVER THE
ENTIRE AREA. ENSURE FALLS & LEVELS ARE EVEN. ADJUST LEVELS WHERE NECESSARY TO
ACHIEVE PREVIOUSLY SPECIFIED FINISH LEVELS.

Operational Works - Landscaping
June 2010

SOURCES:
~ SURVEY - JF& P
TREE SURVEY - PMM
+ CIVIL ENGINEERING - TOD CONSULTING ENGINEERS
- HYDRAULIC ENGINEERING - SIMMONDS & BRISTOW PTY. LTD.
+ ARCHITECTURE - CARL BRUNSKILL
+ ECOLOGICAL RESTORATION-PLAN (INGLUDING-FAUNA FRIENDLY FENCIN(

SUNSHINE COAST REGIONAL COUNCIL
APPROVED |
|

 

    

ae?

Opw 110535

 

LEGEND

 

 

EXISTING TREE TO BE RETAINED
Refer to LP13, General Notes, Details, & data
by others.

Qo

o
m
a
@-)| 3
=

 

 

STAGE BOUNDARY
Refer to Plans

 

 

 

 

oF SHEET ADJOIN LINE
a Refer to Plans
8 LANDSCAPE FIELD INLET (PROPOSED)

Refer to General Notes, Plans & Schedule

 

 

CONCRETE EDGE
Refer to PlanS, General Notes, Detail

 

 

 

STREET TREE PLANTING
Refer to Plans, Detail & Schedule

 

 

TREE PLANTING
Refer to Plans, Detail & Schedule

 

 

PALM TREE
Refer to Plans, Detail & Schedule

 

 

 

SHRUBS
Refer to Plans, Detail & Schedule

 

 

GROUNDCOVERS
Refer to Plans & Schedule

 

 

TURF
Refer to General Notes, Plans & Schedule

 

 

 
  

 

BIO-RETENTION BATTER AREA PLANTINGS
Refer to Plans & Schedule

    
 
        

 

 

BIO-RETENTION MEDIA AREA PLANTINGS
Refer to Plans & Schedule

a

 

PDOOOOOOOD

 

« FAUNA FRIENDLY FENCING

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

CERTIFICATION. + MULCH TREE GARDENS WITH MIN. 1200mm@ COLLAR WITH 25mm+ HOOP PINE MULCH 100mm. + FERTILISE - AS REQUIRED, INCLUDING STOCK >45L, WHERE PLANTS ARE NOT RESPONDING © a Refer to Ecological Restoration Plan by RPS
+ SHOULD AMENDED SITE TOPSOILS BE INSUFFICIENT IN QUANTITY, CONTRACTOR TO DEEP. DO NOT MULCH WITHIN 50mm OF TRUNK/ PLANT STEM. TO SLOW RELEASE FERTILISER APPLIED AT PLANTING. NOTIFY SUPER IN WRITING IF PLANTS
IMPORT A.S.4419 TOPSOIL & SPREAD TO PROPOSED PLAN FINISH LEVELS. PRIOR TO EDGE STREET TREES PER DETAIL. ARE NOT IN GOOD HEALTH.
SPREADING, IMPORTED TOPSOILS SHALL HAVE SOILS ANALYSES TEST AS PER ABOVE. + INSTALL STREET TREE DRAINAGE PER DETAIL IF REQUIRED BY CIVIL ENGINEER OR TREE * WEEDING - AS REQUIRED TO PREVENT WEED COMPETITION & SEEDING.
IMPORTED SOILS SHALL THEN BE AMENDED PER TEST RESULTS PRIOR TO SPREADING. PITS DO NOT DRAIN. LANDSCAPE CONTRACTOR TO FURNISH RATE PER TREE. * RE-MULCHING - AS REQUIRED TO MAINTAIN CONSISTENT DEPTH.
+ CIVIL WORKS SHALL STRIP TOP 300mm SITE WORKS SOIL FROM GARDEN AREAS & 150mm + INSTALL STREET TREE ROOT BARRIER PER DETAIL IF REQUIRED. LANDSCAPE CONTRACTOR * PRUNING (FORMATIVE) - SHRUBS & VINES <200mm POT INCLUDING STOCK >45L : COMMENCE
FOR TURFED AREAS. TO FURNISH RATE PER TREE. 3 WEEKS AFTER PLANTING, TIP PRUNE TO ENCOURAGE BUSHY HABIT. >200mm POT:
+ CLEAR & REMOVE ALL NON-ORGANIC, DELETERIOUS & LARGE ORGANIC MATTER SUCH AS + TREE STAKING - PER DETAIL. COMMENCE 6 WEEKS AFTER PLANTING. REMOVE ALL DEAD WOOD.
ROCKS GREATER THAN 40mm DIAMETER, TREE ROOTS, TRUNKS, LIMBS, & STUMPS FROM + ALL TREES TO BE LOCATED; + REMOVE ALL STAKING & TIES PRIOR TO ON-MAINTENANCE INSPECTION. PLANTS UNABLE TO
ALL AREAS TO BE LANDSCAPED. - AT LEAST 2m FROM DRIVEWAY CROSSOVERS, BE SULF-SUPPORTING CONSISTENT WITH APPROPRIATE FORM & VIGOUR TO BE PRUNED OR
+ CIVIL CONTRACTOR TO RE-SPREAD STOCKPILED TOPSOIL TO PLAN PRESCRIBED PROPOSED - AT LEAST 600mm FROM CONCRETE PATHS. REMOVED & REPLACED IN LIKE. PLANTS DISPLAYING WEAKNESS OR FAILURE IN ROOT
CONTOURS & TRACK-IN. - MINIMUM OF 1000mm FROM UNDERGROUND SERVICES. LOCATION OF SERVICES TO SYSTEM SHALL BE REPLACED.
BE CONFIRMED ON SITE BY CONTRACTOR BEFORE EXCAVATION COMMENCES. - MONITORING - PROVIDE LIST OF ACTIVITIES COMPLETED AT MONTHLY INTERVALS NOT FOR TENDER OR CONSTRUCTION
INCLUDING STOCK >45L. -
Client Project TS a anembo consultants
Y 7 J Landscape Architects Pre M vent
SEANEON PROPERTY ‘GROUP essence of peregian beach © [esse] __aioanens | 00 | 1 WG, No,LOL environmental os: Management
" anembo consultants pty.td. ABN. 75.089 473 156
This document isthe copytight of anembo consultants & shall 2154-219 David Low way zssssi| _imnesronse | 8 | rH SHEET OF 18 Sunshine Coast: POBox 24 Moffat Beach QLD 4551
xcept ar he development andesite speled. Seale . [ces | oPwores | oa | rH Fh: 07 5437 0000 Fax: 07 5437 0088
chore gneiss Peregian Beach, QLD | cae | aera mse ane Taare laa de | taser GENERAL _NOTES crm tamearembocom ‘aembeom

 

 

Page 6

 

a Determinin, Radlus of the TPZ (Tree Protection Zone)
edi at “San Duper sens aga) soma oar
z {Lam above ground evel
ae = TPZ should not be less than 2m nor greater than 15m (except

where crown protection is required),
TPZ = DBHX 12

 

   

 

 

 

 

 

 

 

 

| -7PZ of paims, other monocots, cycads and tee ferns should not
be less than im.
- Variations and encroachments to the TPZ in accordance with
‘AS 4970-2009,
FLUORESCENT ORANGE 5.5K.9
BARRIER FENCING MESH SECURED
1 TIED 100mm BELOW TOP OF STAR
Measurement ars PICKETS AT 300 CENTRES
taken for DBH
an |——YELLow PLASTIC CAPPED
STAR PICKETS
E Vegetation to 41200mm PAINTED YELLOW
= be protected
Son SS = | GROUND LINE
TPZ a

 

 

 

NOTES:

* PROTECTIVE FENCING TO BE INSTALLED AROUND THE TREE PROTECTIVE ZONE PRIOR TO THE
COMMENCEMENT OF ANY SITE WORKS,

+ PROTECTIVE FENCING IDENTIFYING THE TREE PROTECTIVE ZONE, TO BE VISIBLY SIGNED WITHIN THE
DEVELOPMENT SITE. LETTERING TO COMPLY WITH AS1319,

+ FENCE POSTS AND SUPPORTS TO HAVE A DIAMETER GREATER THAN 20mm, LOCATED CLEAR OF ROOTS.

+ WHERE TREE PROTECTION FENCING CANNOT BE INSTALLED, TRUNK, BRANCH & GROUND PROTECTION AS.
SPECIFIED BY THE PROJECT ARBORIST IN ACCORDANCE WITH AS4970-2009,
WITHIN TREE PROTECTIVE ZONE, MULCH TO A DEPTH OF 50-100mm ONLY FOR DISTURBED LAND.
MAINTENANCE OF TREE PROTECTIVE ZONE INCLUDES REGULAR MONITORING OF SOIL MOISTURE LEVELS
AND WEED REMOVAL BY HAND AND CONTROLLED BY APPROPRIATE USE OF HERBICIDE.
TREE PROTECTION ZONES TO BE MONITORED, INSPECTED & CERTIFIED BY THE PROJECT ARBORIST
REMOVAL OF TREE PROTECTION MEASURES AT PRACTICAL COMPLETION OR AS INDICATED BY THE
PROJECT ARBORIST.

(C1 TREE & VEGETATION PROTECTION NOTES Notto Seale
Loz] Typical Detail

 

35-70mm@ WASHED, SOUND MARY RIVER
DRAIN ROCK. SWALE & FINISH BELOW

PLANTING, REFER TO PLAN
ADJACENT PATH, TYP. 4 "y,

   

 

 

 

 

 

 

 

 

 

CONCRETE PATH BY A
OTHERS,REFER TO PLAN x
FOR LOCATIONS, TYP.
ORGANIC MULCHING, REFER TO GENERAL NOTES
ae os aoe
1 TOPSOIL, REFER TO GENERAL NOTES
100mm@ PERFORATED & SOCKED AG-LINE
[— CENTRED IN A 300mm x 300mm TRENCH
ComPacTED ENSCONCED BY 5-10mm@ SOUND, WASHED
FILL BASE — ROUNDED DRAIN ROCK. SLOPE PIPE MINIMUM
MATERIAL, TYP. 2% TO DRAIN POSITIVELY & CONNECT TO STORM
DRAINAGE SYSTEM. REFER TO PLAN FOR
SUBSOIL, TYP. LOCATIONS.

((2\__ GARDEN GRAVEL DRAIN SWALE

 

 

U2 Typical Section Detail

     
      
 

 

 

 

 

 

 

 

 

 

 

 

 

 

STREET TREE PLANTING DETAIL PLAN

    
 
  
           

 

STREET TREE,
REFER DETAIL
BELOW. z=
z
=
=
& az
o|]s ic =
g}2 Ean
ele wy §
& 88
$ a 8
MULCH 3
<
5

 

 

 

 

7

NOTES: EXTENT OF PIT EXCAVATION TO
BE 1200mm x 1200mm IN AREA, MIN.
REMOVE ALL EXCAVATED FILL OFF-SITE,

Nor
ENSURE CROWN OF ROOTBALL LEVEL IS
‘SET HIGHER THAN ADJACENT FINISHED
GROUND LEVELS TO PREVENT

EXCESSIVE PONDING AROUND ROOTBALL.
WHEN FOOTPATH IS ADJACENT TO STREET
TREE INSTALL ROOT BARRIER TO
FOOTPATH SIDE OF PLANT PIT AS

PER NOTES ABOVE.

 

50mm WIDE HESSIAN TREE TIES WRAPPED
LOOSELY AROUND TRUNK, THEN A FIGURE 8 &
SECURED TO STAKE WITH GALVANISED NAILS
OR STAPLES. POSITION TREE TIE BETWEEN
419 TO 1/2 OVERALL HEIGHT OF TREE.

2-50 x 50 x 2400mm F14 HARDWOOD
NON-TREATED STAKES, STAKES TO BE
DRIVEN VERTICALLY INTO GROUND
OUTSIDE OF THE ROOTBALL & SHALL HAVE
FINISHED HEIGHT LOWER THAN THE
TREES LOWER LATERAL LIMBS,

FORM SHALLOW SAUCER SHAPED
DEPRESSION AROUND BASE OF PLANT.
KEEP MULCH NOM, 50mm FROM TRUNK

 

 

 

 

 

SUNSHINE COAST REGIO

NOTES:

  

>|
=
QO
. S|
Cost
=
>
r |

  

POSITION CONSTRUCTION JOINTS AT 1m CENTRES &/OR ANY CHANGE OF CURVATURE OR AS

OTHERWISE SHOWN & OR SPECIFIED,

‘SET OUT EDGE WITH SMOOTH CONTINUOUS LINES IN BOTH HORIZONTAL & VERTICAL PLANES,

UNLESS OTHERWISE SHOWN AND/OR SPECIFIED ABUT EDGE FLUSH WITH FINISHED
SURFACES WITH A ROLLED/GRADUAL CHANGE OF ANGLES,

DO NOT ABUT AN ACCUTE ANGLE,

PORTLAND GRAY, MEDIUM BROOM FINISH,
EXTRUDED CONCRETE GARDEN EDGE
400mm x 100mm

 
 
   
 
 
 
 

MULCH AS SPECIFIED.
FINISH FLUSH WITH TOP OF

 

‘TURF AS SPECIFIED.

‘TOPSOIL AS SPECIFIED.
FINISH 25mm BELOW TOP OF
EDGE TO ALLOW FOR TURF

 

 

GARDEN EDGE iy
95% COMPACTED GARDEN SOIL AS
SUBGRADE FORM TO SUIT KAN A SPECIFIED, TYP.
FINISHES LEVEL & CONTOURS. Dy
((3\__ CONCRETE GARDEN EDGE NTS.
L027 Typical Section Detail
NOTES:

 

 

 

 

 

 

 

 

 

 

 

ENSURE CROWN OF ROOTBALL LEVEL IS
‘SET HIGHER THAN ADJACENT FINISHED
GROUND LEVELS TO PREVENT EXCESSIVE
PONDING AROUND ROOTBALL.

50mm WIDE HESSIAN TREE TIES WRAPPED
LOOSELY AROUND TRUNK, THEN A FIGURE 8 &
SECURED TO STAKE WITH GALVANISED NAILS.
OR STAPLES, POSITION TREE TIE BETWEEN
413 TO 1/2 OVERALL HEIGHT OF TREE.

2-50 x 50 x 2400mm F14 HARDWOOD
NON-TREATED STAKES, STAKES TO BE
DRIVEN VERTICALLY INTO GROUND
OUTSIDE OF THE ROOTBALL & SHALL HAVE
AFINISHED HEIGHT LOWER THAN THE
TREES LOWER LATERAL LIMBS.

FORM SHALLOW SAUCER SHAPED.
DEPRESSION AROUND BASE OF PLANT.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

ARBORGREEN ‘ReRoute 600'
Rec ener GARsee Ae ROGT BASE. KEEP MULCH NOM. 50mm FROM TRUNK
DEFLECTING RBS (OR EQUAL) INSTALL voonmocee onGaNG MULCH AS
WITH RIBS FACING TREE. INSTAL mn
STRIP OR ROD: METRE LONG Nar ea SPECIFIED. MOUND MULCH AT EDGE OF 100mm OEEP ORGANIC MULCH AS:
TURF.AS SPECIFIED CENTRED AT TRUNK AND. 2x POT DIA. PLANT PIT TO COLLECT WATER TO FALL SPECIFIED. MOUND MULCH AT EDGE OF
OVER AG DRAIN Ligshte DOWN EDGES OF PLANT PIT, 2xPOT DIA. PLANT PIT TO COLLECT WATER TO FALL
PER MANUFACTURER'S DOWN EDGES OF PLANT PIT. DO NOT MULCH.
100mm AG DRAIN LINE INSTRUCTIONS, ‘TURF AS SPECIFIED. POTDIA. 4 WITHIN 50mm OF PLANT STEM.
TOPSOIL AS WITH FILTER CLOTH, 100mm DEEP IMPORTED TOPSOIL * ”
SC anaCAne SLOPE 2% MIN. TO DRAIN: (20-25% ORGANIC CONTENT).
Yo TO CIVIL STORMWATER
Baan Weton, Now spot cocnaneree ene ly TURF Of GARDEN REFER TO PLA
! yi NV IAYIKY ‘) TREE FET Be EXCAVATED TG NOMIMAL TOPSOIL PROFILE AS PER GENERAL NOTES
IN KY NN fil ill {ill DEPTH OF 600mm. BACKFILL HOLE WITH BABIES  EOeCinGATIONS:
| I Dy ut Ih UII FIRMING PROGRESENELY, ALL TREE PIT TO BE EXCAVATED TO NOMINAL
WU (I Vl i a] FIRMING PROGRESSIVELY. ALL z
KKKKKSY \ \ ye RR UR o EXCAVATED FILL TO BE REMOVED OFF z DEPTH OF 600mm, BACKFILL HOLE WITH
DROID. POO 100mm q SITE. SCARIFY ALL SIDES OF PLANT PI, = 100% FRIABLE A'S. 4419 IMPORTED TOPSOIL
KARAS . z 5 FIRMING PROGRESSIVELY. ALL EXCAVATED
YY ~JVOONS z 8 Filt TO BE REMOVED OFF SITE
GGGOG: S 5 PROVIDE CLEAN CONNECTION TO ROAD 8 d
RAK SRR 4 DRANAGE AS AOVISED ON SITE BY EL SCARIFY PIT WALLS & CULTIVATE PT
YNYNYNSY SY ENGINEER, TYPICAL: 200mm GRAVEL BOTTOM 150mm, TYP.
FILED HOLE SLOW RELEASE FERTILIZER AS PER
SUBGRADE, SLOPE
2% MIN. TO DRAN 25-50mm WASHED 150mm CULTIVATED SUBGRADE MANUFACTURERS SPECIFICATIONS &
MIRRORING AMENDED ROUNDED DRAINAGE SLOW RELEASE FERTILIZER AS PER
TOPSOIL LEVELS 100mm GRAVEL AS SPECIFIED MANUFACTURERS SPECIFICATIONS &
GENERAL NOTES.
((3\__ DRAINAGE AG-LINE DETAIL - TURF AREAS NTS. (4 STREET TREE PLANTING - SPADE EDGES SCALE: 1:20 ((6\__TREE PLANTING - in GARDEN or TURF SCALE: 1:20
Lo2 Typical Section Detail Loz Typical Section Detail Lo2 Typical Section
NOT FOR TENDER OR CONSTRUCTION
Project [| JOB No. $1004636
SCANLON PROPERTY GROUP ) 7 | PPR No. 1205 295006 anembo consultants
GROU essence of peregian beach DWG. No.LO2 Envronmental reams
. anemivo consultants pty ABN. 75 089 473 156
Bete tere legen rete 215A-219 David Low way a eee sHeet 2 oF 16 aremboonsitantspyitd, ABN 75089473158
excep Tor he Sertopment andesite speed, Sel p . Beach, OLD [| Hoe frost [or works | oe | nl por 3487 o000 Tax 07547 008
cannot be guaranteed when printing fom POF Mes eregian Beach, Q orwalowollssue| oare | _oescrnon [orwlevollssue| oare [sescrprion _lonwlexo DETAILS mall team anembo.com verse anembe com

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Page 7

 

 

PLANT PIT 2X WIDTH OF —————— 2xPOTS
RESEPCTIVE POT. SCARIFY ALL

PIT WALLS & BOTTOM, TYP.
100mm IMPORTED AS4419
TOPSOIL, AVOID
COMPACTION, TYP.

300mm IMPORTED AS4419

TOPSOIL, AVOID COMPACTION, TYP.

100mm, TYP. ==]
aa

2x ROOTBALL ————s=]
DEPTH, TYP.

HAS

 

SHRUB / GROUNDCOVER / TUFTY
GRASS PLANT SPECIES PER PLAN

     
  

100mm ORGANIC MULCH PER
GENERAL NOTES, KEEP MIN. 50mm

FROM PLANT STEM. FORM SHALLOW
DISH DRAIN TO BASE OF PLANT, TYP.

300mm DEEP CULTIVATED AS4419
IMPORTED TOPSOIL OR AS PER
GENERAL NOTES, TYP.

"AGRIFORM’ SLOW RELEASE
FERTILISER. TYPE, SIZE & FORMULA
PER GENERAL NOTES, DO NOT USE
FOR BANKSIA, CALLISTEMON OR
GREVILLEA SPECIES, TYP.

 
 

150mm DEEP CULTIVATED
SUBGRADE, OR AS PER
GENERAL NOTES, TYP.

  

SS

C7 POTTED SHRUB, GROUNDCOVER OR TUFTY GRASS PLANTING NTS.
LD3 Typical Section Detail

3x Tube dia,

——_+———————— TUBESTOCK PLANT, REFER TO PLANT

SCHEDULE FOR SPECIES

FORM SHALLOW SAUCER SHAPED
DEPRESSION AROUND PLANT BASE

 

100mm DEEP ORGANIC MULCH PER
GENERAL NOTES. KEEP MIN. 50mm.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

sit CLEAR OF PLANT STEM.
: SS
> SS
Kz? K << xz CULTIVATED SUBGRADE TO 150mm
ee AUT ‘AS4419 TOPSOIL AS SPECIFIED
FX: xX ae [
US 5 gram '‘AGRIFORM' TABLET
me yi r 7}-————— suscrave
ION FES
Tu YT
eT
TL il TMS le
(a TUBESTOCK PLANTING NTS.
LD3 Typical Section

SPADE CUT EDGE TO TURF & GARDEN
INTERFACES WHERE NO HARD EDGE IS

SPECIFIED, 150mm DEEP.

100mm THICK ORGANIC MULCH

AS SPECIFIED.

TOP SOIL AS SPECIFIED.

   
 
  

TURF AS SPECIFIED.

‘SUBGRADE, FORM TO SUIT
FINISH LEVEL & CONTOURS.

(3 SPADE CUT EDGE AT TURF / TREE GARDEN INTERFACES

 

 

  

 

 

 
 

PLANT SCHEDULE

CODE GENUS species - Common Name Pot Size Quantity Staked
TREES (including Koala Habitat *Trees)
ACA smi ACMENA smithii - Narrow Leaf Lilly Pillly 100 L 9 YES
ARC ale ARCHONTOPHOENIX alexandrae -

Alexander Palm 100 L 16 GUYED
BAN int BANKSIA integrifolia - Coast Banksia 100 L 4 YES
CUP ana CUPANIOPSIS anacardiodes - Tuckeroo 100 L 24 YES
*EUC mic EUCALYPTUS microcorys - Tallowood 100L 2 YES
*EUC rob EUCALYPTUS robusta - Swamp Mohogany 100 L 4 YES
*EUC ter EUCALYPTUS tereticornis - Qld. Blue Gum 100 L 2 YES
HIB til HIBISCUS tilaceus - Cottonwood 100L 16 YES
LIV aus LIVISTONA australis - Cabbage Palm 100 L 18 GUYED
*LOP sua LOPHOSTEMON suaveolens - Swamp Box 100 L 4 YES
MAC tan. MACARANGA tanarius - Macaranga 100 L 2 YES
*MEL qui =MELALEUCA quinquenervia - Broad-leaved

Paperbark 100 L 2 YES
PAN ped PANDANUS pedunculatus - Screw Pine 400L 4 GUYED
PAN ped PANDANUS pedunculatus - Screw Pine 100 L 5 GUYED
RAN fit RANDIA fitzalanii - Native Gardenia 100 L 12 YES
STE sin STENOCARPUS sinuatus - Firewheel Tree 100 L 16 YES
SYZ aus SYZYGIUM australe - Scrub Cherry 100 L 31 YES
SYZ aus SYZYGIUM australe - Scrub Cherry 45L 19 YES
WAT flo. WATERHOUSIA floribunda - Weeping Lilly Pilly 100 L 1 YES
WOD bif WODYETIA bifurcata - Foxtail Palm 100 L 9 GUYED
XAN chr XANTHOSTEMON chrysanthus - Golden Penda = 100 L 13 YES
Notes:

“Trees nominated with the '" above comply with table 1 in the Koala Habitat Management Plan, June 2010
James Warren and Associates Pty. Ltd as do all trees in the proposed schedule.

Total Site Trees Removed = 213

100L Trees to be planted to replace those removed = 213

 
 

SHRUBS

  
  
   
   
    
  

BAN gia BANKSIA ‘Giant Candles’

CAL lit CALLISTEMON ‘Little John’ 140mm 177
CORaus CORDYLINE australis - Red Sensation 200mm 40
COR fru CORDYLINE fruticosa ‘Kiwi’ 200 37
MEL aff MELASTONA affine - Blue Tongue 140mm 35
MEL thy MELALEUCA thymifolia - Thyme Honey Myrtle 200mm 33
MET fij METROSIDEROS ‘ 200mm 138
MET spr METROSIDEROS 'Springfire’ 200mm 285
PHI xan PHILODENDRON ‘Xanadu’ 140mm 248

 
 

SYZ cas SYZYGIUM ‘Cascade’

 

     

CREEPERS, GRASSES, & GROUNDCOVERS

  
   
   
  

ANI bus. ANIGOZANTHOS ‘Bush Gold’ 140mm 213
ANI pea ANIGOZANTHOS ‘Bush Peart" 140mm 117
BAN coa_ — BANKSIA ‘Coastal Cushion’ 140mm, 26
DIA kin DIANELLA ‘King Alfred’ 140mm. 536
GRE coo —GREVILLEA 'Cooroora Cascade’ 200mm 46
HYMspe | HYMENOCALLIS speciosa - Spider Lily 140mm 350
ISO pes IPOMOEA pes-caprae - Railroad Vine 140mm 12
LOM hys LOMANDRA hystrix - Mat Rush 140mm 279
OPH jap OPHIOPOGON japonicus - Mondo Grass Tubes 287
SCAmau SCAEVOLA ‘Mauve Clusters’ 140mm 30
TRA jas TRACHELOSPERMUNM jasminoides - Star Jasmine 140mm. 162
TRA tri TRACHELOSPERMUM jasminoides - Tricolor 140mm. 433

CYNODON dactylon - Couchgrass, Turfgrass Rolls

 
  
 

BIO-RETENTION MEDIA AREAS WSUD PLANTINGS - 313m? @ 8 plants/m? (2504 plants)

 

BALOSKION pallens - Didgery Sticks 62
BAUMEA rubiginosa - Soft Twig Rush 62
CAREX appressa 60
ELEOCHARIS sphacelata - Giant Spike Rush 60
FICINIA nodosa - Knobby Club Rush 650
GAHNIA sieberiana - Gahnia 400
JUNCUS usitatus - Rush 660
LOMANDRA hystrix - Mat Rush 550

Note: All WSUD plant species to be Tube Stock. All species nominated are WSUD compliant. Do not
use LOMANDRA longifolia as it is susceptible to Phytophra (root dieback) disease.

BANKSIA robur - 50

CALLISTEMON ‘Little John’ - 50
DIANELLA brevipendunclulata - 25
GAHNIA sieberiana - Gahnia - 50
LOMANDRA hystrix - Mat Rush - 300

CAREX apppressa - 25
CYMBOPOGAN refractus - 34

FICINIA nodosa - Knobby Club Rush - 200
JUNCUS usitatus - Rush - 200
MELALEUCA thymifolia - 150

 

Do not use LOMANDRA longifolia as it is susceptible to Phytophra (root dieback) disease.

BIO-RETENTION BATTER AREAS - 378m? @ 3 plants/m? (1134 plants) which allows for suitable density.
CAREX fascicularis - 25

THEMADA triandra - 25

Note: Mulch batters as per project garden areas. Taller species such as Banksia, Lomandra & Gahnia to be planted on
the higher portions of the batters to minimize shading of sand media treatment areas. All plants from Tube Stock.

  
    
 
 

 
  
 
 
 
 
 

    
   

   
  

    
 

 

  

 

 

‘SUBBED ‘COAST R

 

ONAL COUNCIL |

 

  
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

LD3 Typical Section NTS
NOT FOR TENDER OR CONSTRUCTION
> ‘ TITLE: JOB No. $1004636

Elba Pioject oS aoe anembo consultants
SCANEON PROPERTY’ ‘GROUP essence of peregian beach [|e foal wanes Pow [a DETAILS oc. o.L03 cnet —
rea in ater ertecmatteas 215A-219 David Low Way ae ee LEGEND peers ors [Pecorar semen ar ce
saat eaten trol a : mos | — crwoms | ee | PLANT SF Son ian by dss
Cnt paces nn eo es Peregian Beach, QLD anole! owe | —eccarion —lommlealssal ome [ —aesonrrent nwo SCHEDULES erm eameenenbs com nent

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Page 8

 

4 CUP ana
5 PHI xan &
3COR fru ..

15 LOM hys
& 8 COR aus

2 WOD bif

 
  

1 Liv aus / <a
2 TRA jas i

   
 

8TRAtri spe 8 MET spr
13 TRA 3 COR fru 5 PHI xan
j LIV

Jas 2 ARC ale aus

6 CAL cit
10 PHI xan 47 TRA tri

CAAT 0

4 TRA jas
4 HYM spe eS
8 MET fij

95 DIA kin

12 HYM spe

7 HYM spe
3 RAN fit
12 CAL lit

18 ANI pea
15 TRA tri

| STAGE 2
—

STAGE 1

  
 
 

. # fh 7 TRA tri I
; 8TRAtri 46 HYM eS ~~.

  
 
     
   
   
   
   
   
     
   
  

33 LOM hys

 

  
    
   
   
   
  
  
     
    
  
 
 

- 9 MET fij

7 MET spr
9 TRA tri

3 STE sin
15 MET fij

J] ADJOINS LP12

 

ADJOINS LPO8

 

 

NOT FOR TENDER OR CONSTRUCTION

 

 

16 SYZ aus

 

Leon nh A

—————
( STAGE | se

10 MET fij

A

 

  

15 CAL lit

A

 
    
  
 

 

17 Ve TE 9
OPW 110335 2 NOV 2012/

 

WARNING

 

 

 

 

PAN ped
400L

43 LOM hys

   
     
   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

j = j NORTH JOB No. $1004636
gilent project . REN 2050 OF mbo consultants
SCANLON PROPERTY GROUP essence of peregian beach ro Seis chitects Project Management
” san 2154-219 David Low way ne SeSET TS OF 18 SinsninG COME” PO tanita: (Molla IMAG” GUD ass
Peregian Beach, QLD issue vescririon _[orwnlcko PLANTING PLAN SCALE 1:200 @A3 small [email protected] ‘wnatanembo.com

 

 

 

 

 

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00 nia 0 fT Slane mmiOie | eo higdinay mi wan CO LL IL ‘nau
ADJOINS LP10 ~ RK) /
IBGE 4LOM
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Va ESS 16ANI F
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: 22 ANI pea | eg bus g
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: NOT FOR TENDER OR CONSTRUCTION aS — 22:ANI pea { Res Hi a !
= * +t 9 if f
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5 MET spr 12 MET fij 10 LOM hys ae A
28 LOM hys BIMEL aff tone i
7 MET fij coo I
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30 LOM hys = in ( f Ok I
Oi = 35ANI |
ALLO i
( ¥ Ct) (+) bus =
(SEs WEA OWN oa
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eat a = ;. eas Ss a a, ine Pa a“ 1 ~ a a if . ial = ee
\ Lt IS Wo fs £) - ee SUNSHINE CQAST REGIONAL COUNCIL
+ : J Heart pe Nee 4 HIB » ys ye
\S SA San STN 13 BAN 1 APPROVED
K\K — —— 6 BAN 10 GRE oa opw 1105 95 2 NOV 2012
[Ss CSSA Turf to disturbed road verges, typical 8 GRE coa coo 6 CUP I .
QA 10 MET spr coo a ee aaa
KS STAGE 1 ,
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| Client Project iz none m SS ose ane anembo consultants
SCANLON PROPERTY GROUP essence of peregian beach = Plena 1205 naied Maas
esl 215A-219 David Low Way 8 [2sant|  IRRESPONSE | 88 a $_iees @ é Beco omy wot ide st
Peregian Beach, QLD issue| oare | _oescarrion _lonwnlcrolfissue| oare | _pescrrerion _[orwnoxol Se ae DESCRIPTION _[oAWn|cKo] SCALE 1200 GAS PLANTING PLAN SCALE 1:200 @ Aa janetnbo.com wenanembo.com

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Page 10

 

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Polit No. —_ Tree Ty hth Spread Height Polnt No. _Trea Ty Girth Spread Height
1 Paper Bok as 15 7 8 Poper Boe ae é 15
z Paper Bark as 15 7 19 Paper Bark as 10 15
J Paper Bork as 12 17 120 Paper Bark ae 15 12
4 Paper Bark as é 17 121 Paper Bark ag 20 18
5 Pope Bak = 2 4 4 122 Pope Bok «6456
6 Paper Bork a2 12 12 123 Poper Bark a4 10 16
7 Ppwbak 08 15 18 124 Poper Bak «35S
é Paper Bark as 6 15 125 Poper Bark at 15 15
75 o 9 Paper Bork as 6 15 126 Paper Bork a6 20 7
10 Paper Bark a2 J 15 127 Paper Bark a4 10 7
" Paper Bark 4 12 128 Paper Bork as 8 6
12 Paper Bark as 10 15 129 Poper Bark ag 8 4
13 Paper Bark as 10 10 130 Paper Bark as z 12
4 Paper Bark as 6 - 131 Poper Bark as 6 12
15 Paper Bark ag a g 132 Paper Bork as 5 1"
16 Poper Bark az 6 Z 133 Paper Bark a6 15 18
7 Paper Bark as 6 12 134 Paper Bork as 5 18
18 Paper Bark az 6 12 135 Paper Bork a4 5 16
19 Paper Bork az 4 6 138 Paper Bark 10 2 13
20 Pop Bark = 03 a 4 87 Pope Bak 4 5B
2a Paper Bark at 15 12 138 Paper Bork as 5 13
2 Pope Bak = 03 7 @2 139 Pope Bak «410s
423 Poper Bork as 10 12 140 Paper Bark a8 15 16
124 Paper Bork a4 10 12 ro Paper Bark a6 10 6
25 Paper Bark as 8 15 142 Paper Bark a4 8 4
26 Paper Bark a7 12 15 143 Paper Bork a4 7 16
27 Peper Bak = 03 @ 8 44 Pope Bork «510s 8
26 Paper Bark ad 7 13 145 Paper Bark as 15 16
2 Paper Bark as 10 " 146 Paper Bork aq 5 10
30 Paper Bark as 5 nt 147 Paper Bark aq 15 10
3) Pope Bok 8030 10 4B Pope Bok = 05510
Peper Bok = a3 8 10 49 Pope Bok = S012
v Paper Bark ad 10 10 150 Paper Bark aq 8 10
Hw Paper Bark a2 10 12 151 Paper Bork a4 a 10
ws Paper Bark as 5 13 152 Paper Bark ad 10 10
BJ Paper Bork ad 10 16 153 Paper Bark as 10 12
= Pope bak 805 «= 1018 154 Paper Bark 4 6 ot
ww Paper Bark as 15 15 155 Paper Bark as 6 Wt
wy Paper Bark az 7 10 156 Paper Bark as 6 Nt
Xx 0 Paper Bark as 5 10 157 Paper Bork as 6 it
a Poper Bork as 20 16 158 Paper Bork as a 10
= 42 Paper Bark as 4 “4 159 Paper Bork as 10 12
43° Pope Bak =. 5 8 160 Peper Bork = 4 5 "
4 Pope Bak 06 10 12 161 Peper Bak = 4 6 a
45 Paper Bork as 15 12 162 Paper Bark a4 8 10
46 Peper Bork «OS 5 2 165 Paper Bak «906 8=« 1512
- “47 Paper Bork a6 8 10 +164 Paper Bork ae 10 10
= Pope Bok = OS 8 10 165 Poper Bork = .7 10 12
3 49 Paper Bork as a 10 166 Paper Bark a6 15 12
50 Peper Bak = 3 8 10 167 Poper Bak = 5 6 12
1 Poper Bork a6 8 10 168 Paper Bark a4 10 2
2 0 Peper Bok «6051010 169 Pope Bok «41010.
5S Poper Bork as 10 10 170 Paper Bork as 8 9
7 Poper Bak = OS. 6 10 171 Poper Bok = 4 8 9
> 55 ‘Treo(Unkown) = 3 6 10 172 Paper Bark = 4 8 9
9 56 tron Bork as 12 10 173 Paper Bark 06 a 10
’ 57 TreeUinom) «03 7 174 Paper Bark = 3 4 on
53 TreeUinom) «03 t 7 175 Peper Bark = 4 8 10
59 ‘Troo(Uknom) «4 = 12 6 175 Peper Bark = 7 a 10
60 Heatanom) as 7 17 ~— Paper Bark = 6 a 10
61 15 15 10 178 Paper Bark ad 6 10
62 ‘Tree(Uknom) © «3 5 7 179 = Peper Bark = 3 5 10
63 Tree(Uinowmn) = OS 10 a 180 Paper Bark as g 10
4 Tree(Uinom) = 3 10 8 181 Paper Bark as a 12
65 ‘Tree{Uknom) © 3 7 8 182 Peper Bark = S 6 10
68 —‘Tree(Uknom) © 4 7 9 183 Peper Bark = 3 8 10
67 ) 08 12 12 184 Paper Bark as 9 10
68 ) OS 10 185 Peper Bork = 1.0 a 10
69 Tr 1) a7 18 15 186 Paper Bork as 6 10
7 oe 62 8 187 Peper Bak «0412
a th a 0 188 Peper Bork = 4 @ 12
72 ‘Treo(Unom) © 4 a 10 189 Peper Bark = 3 8 7
73 Treo(Uknom) = 3 5 tt 190 Peper Bark = 03 6 8
m yas a on 191 Peper Bak = 06 @ 10
% Tt a3 5 ot 192 Paper Bark = 5 8 10
co Treo(Ukiom) = O.4 7 12 193 Paper Bork = 8 10
77 ‘TreUknom) «=O. 7 12 194 Paper Bork = 4 7 9
73 ~— ‘Tree(Uknom) «04 15 8 195 Peper Bark = 05 8 9
re Tr ) OS 20 2 196 Paper Bork as 8 9
60 ae 1583 197 Paper Bark «4 8 10
a Tr as 15 2 198 Paper Bork az 7 10
82 Troo(Uinom) = 0.3 10 5 199 Peper Bork = 4 Z 10
a Treo(Uinom) 3 8 6 200 = Paper Bork = 4 7 12
a Treo(Unom) = 0.5 10 10 201 Poper Bork = 5. 6 n
8 —TreUknom) «08 = 1515 202 Poper Bak = aS 6 ft
Ca Tree(Uknom) 04 10 " 203 = Paper Bork = 4 8 10
87 Treo(Uinom) a4 10 4 204 Paper Bork a4 g 10
8 Treo(Uknom) 6 4 4 205 = Paper Bork = 4 9 10
a Tree(Uinown) 4 2 a 206 Paper Bork a4 g 12
Scale: 9 Palm as 7 4 207 Paper Bark a4 9 12
SS. 9 Pam as 7 & 208 = Paper Bork = 05 9 2
% Palm nae o 5 6 209 Paper Bork S : g
Paper 10 15 210 Paper Bork a.
LEGEND 94 Paper Bak = 3 a of 2 ~~ Poper Bak = 5 10
9 = Popo Bak 07 «10 t 212 Paper Bork = 5 @ 10
#00 7 ferot af 8 2H Pee eek 05g
as é 10
= RETAINED TREE (20) *98 = Poper Bork «= 7 18 18 215 = Peper Bork «5 8 "4
99 Paper Bark a4 15 7 216 Paper Bark ad 8 10
ne ee eee | 100 Paper Bork as 5 14 217 Paper Bark a7 10 it
SUNSHINE C | 101 Paper Bark a4 10 15 218 Paper Bark aq 10 10
\ HVE & | 102 Paper Bork ==. 20 18 219 Paper Bork = 5 16 12
~ TREE TO BE REMOVED (219) (|g BEY tg Some eg ¢
105 Paper Bark a6 4 17 222 Paper Bork ae 10 12
106 Paper Bork ag 15 16 223 Paper Bork a6 10 12
NOTES: ig Peweat a3) 5 B fret ae i fe
‘ | 5 4 iz
PLAN NOT TO SCALE. | 109 Poper Bork = «7 7 15 226 = Paper Bork = 4 6 12
THERE WILL BE 213 - 100L NATIVE TREES PLANTED ON | if ceeer 7 - oS wee. ‘ a
SITE TO REPLACE THE 213 TREES TO BE REMOVED. SEE ee tie Pewter “a7 "9 Ng 22 «© Per Bak a4 a of
LP7-12 FOR LOCATIONS & LD3 FOR SCHEDULE OF TREES. Dee Se OS, 6H rod a i i
REFER TO ECOLOGICAL RESTORATION PLAN BY RPS FOR 5 Pow bak 03 5 aed as 6 10—Ssa2
116 ‘Paper Bark a4 10 16 233 Banksia 7 10
FAUNA FRIENDLY FENCING LOCATIONS. NOT FOR TENDER OR CONSTRUCTION 17 Pope Bok «80505 4 TREE TO BE RETANED, ALL OTHERS REMOVED
i, i NORTH TITLE: JOB No. $1004636
Client Project SE ORs a anembo consultants
SCANLON PROPERTY GROUP essence of peregian beach DWG.No.LP13 tnuronmenl Proje Mangement
: anembo consultants py. ABN. 75 089 473 156
This documents the copyright of anembo consultants & shall 215A-219 David Low way |_| SHEETI6 OF 16 Sunshine Coast: POBox 24 Moffat Beach QLD. 4351
a be coed hin ez apo Se Sta De : A [zsrun| imaesponse | oe | 1 TREES TO BE SCALE PLAN @Ai #h:07 5437 0000 Fax: 07 5437 0088
ar not be guaranteed when ging fom PF fan, Peregian Beach, QLD faeuclinarei| oesonsrony ” baniiaol lace GET beeseto  lileelidact aac [pesca = leenloal RETAINED/REMOVED |scaLe PLAN @ AD toma: [email protected] wen anerbo.com

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Page 11

GENERAL NOTES:

1, ALL WORK ON THIS CONTRACT IS TO BE CARRIED OUT IN ACCORDANCE WITH THE JOB SPECIFICATION AND TO THE SATISFACTION
OF THE LOCAL AUTHORITY AND THE ENGINEER.

2. THE CONTRACTOR IS TO CONTACT ENERGEX, TELSTRA, COUNCIL AND OTHER SERVICE AUTHORITIES AND LOCATE EXISTING
UNDERGROUND SERVICES PRIOR TO CONSTRUCTION.

3. CONDUIT LOCATIONS IF SHOWN ON THE PLANS ARE PROVISIONAL ONLY AND THE CONTRACTOR IS TO LIAISE WITH THE ENGINEER,
TELSTRA AND THE ELECTRICAL CONSULTANT FOR THEIR FINAL PLANS IMMEDIATELY PRIOR TO LAYING ROAD AND FOOTPATH
CONDUITS.

4, THE ENGINEERING DESIGN IS BASED PARTLY ON A DATA TERRAIN MODEL COMPUTER GENERATED FROM THE SITE SURVEY AND SOME
ELEMENTS OF THE SURVEY DATA ARE INTERPOLATED AND MAY VARY FROM THE ACTUAL SITE CONDITIONS. THE CONTRACTOR

SHALL LIAISE WITH THE ENGINEER AND SURVEYOR AND SET OUT THE WORKS ONLY FROM APPROVED REFERENCE PEGS AND LEVEL
BENCH MARKS.

5. THE CONTRACTOR IS TO ORGANISE HIS WORKS SO THAT EROSION, DEPOSITION OF SILT, AND STORMWATER RUNOFF FROM THE JOB
SITE DOES NOT EXCEED THE PRE CONSTRUCTION RATES AT ANY POINT AS A RESULT OF HIS ACTIONS,

6. CLEAR ALL VEGETATION FROM THOSE AREAS TO BE EXCAVATED OR FILLED. IN OTHER AREAS WHERE CLEARING IS SPECIFIED,
SELECTED CLEARING ONLY IS TO BE CARRIED OUT BY RETAINING THOSE TREES MARKED BY THE ENGINEER AND LEAVING THE AREA
IN A CONDITION SUITABLE FOR SLASHING.

7, THE CONTRACTOR IS TO PRESENT UP THE JOB FOR ON- MAINTENANCE AND OFF-MAINTENANCE INSPECTIONS WHEN DIRECTED BY
THE ENGINEER WITH ALL PIPES, ROADS AND ALLOTMENTS FREE OF RUBBISH OR SILT AND WITH FOOTPATHS AND PARK AREA
SLASHED OR MOWN, AND UNDERGROUND SERVICES OPENED FOR INSPECTION,

8, NO WORK IS TO COMMENCE ON THE SITE UNTIL THE APPROVAL OF THE COUNCIL HAS BEEN RECEIVED IN WRITING AND AN OFFICIAL
PRE-START MEETING WITH A REPRESENTATIVE OF COUNCIL AND THE ENGINEER HAVE BEEN HELD, THE CONTRACTOR IS TO OBTAIN
A COPY OF THE MINUTES OF THE PRE-START MEETING AND SHALL COMPLY WITH ALL REQUIREMENTS THEREOF.

9, ALL CONSTRUCTION IS TO BE SET OUT BY THE CONTRACTOR FROM PEGGING OF ROAD CENTERLINE, MANHOLE POSITIONS, LOT
STAKING AND TBMs PROVIDED BY THE PRINCIPAL'S LICENSED SURVEYOR,

EARTHWORKS NOTES

1. CLEAR ALL VEGETATION FROM THOSE AREAS TO BE EXCAVATED OR FILLED. ALL RUBBISH INCLUDING DEBRIS FROM CLEARING IS TO
BE DISPOSED IN ACCORDANCE WITH THE STANDARDS OF THE LOCAL AUTHORITY. BURNING WILL NOT BE ALLOWED

2. ALL ORGANIC MATERIAL, TOPSOIL, AND UNSUITABLE SUBGRADES ARE TO BE STRIPPED FROM THE AREA TO BE FILLED AND
REMOVED FROM THE SITE EXCEPT THAT SUFFICIENT TOPSOIL IS TO BE RETAINED FOR RESPREADING TO A MINIMUM DEPTH OF 100mm
ALL OVER THE SITE AFTER FILLING TO LEVEL WITH IMPORTED FILL. AFTER STRIPPING AS ABOVE THE WHOLE SITE IS TO BE
COMPACTED AND PROOF ROLLED TO THE SATISFACTION OF THE GEOTECHNICAL CONSULTANT PRIOR TO PLACING OF IMPORTED FILL.

3, FILLING IS TO BE CARRIED OUT IN CONTROLLED LAYERS NOT TO EXCEED 200mm DEPTH BY 2500 m*. EACH LAYER IS TO BE
COMPLETELY COMPACTED TO

‘A MINIMUM OF 95% RELATIVE DRY DENSITY FOR COHESIVE SOILS OR A MINIMUM DENSITY INDEX OF 70% FOR NON-COHESIVE SOILS AND
TESTED AND APPROVED BY THE GEOTECHNICAL CONSULTANT PRIOR TO THE PLACEMENT OF THE NEXT LAYER. THE TOP 300mm OF
THE ROAD SUBGRADE IS TO BE  COMPACTED TO A MINIMUM OF 98% RELATIVE DRY DENSITY,

4, THE WHOLE OF THE MATERIAL IN ANY PARTICULAR LAYER SHOULD BE HOMOGENOUS, AND IF NECESSARY SMALL QUANTITIES OF
FILL DIFFERING FROM THE REST SHOULD BE SPREAD AS A THIN LAYER OVER THE WHOLE SITE AND INCORPORATED INTO A FULL
LAYER. IN A CUT/FILL SITUATION THE GEOTECHNICAL CONSULTANT MAY DIRECT THAT ANY EXISTING SOIL WITHIN 600mm OF THE
FINISHED SURFACE LEVEL BE REMOVED AND REPLACED WITH — FILL EQUIVALENT TO THE GENERAL FILL MATERIAL. THE MATERIAL SO
REMOVED MAY, IF IT OTHERWISE MEETS THE SPECIFICATION, BE USED AS GENERAL FILL AS ABOVE,

5. IMPORTED FILL IN ALLOTMENTS IS TO CONSIST OF HOMOGENOUS MATERIAL CONTINUOUSLY GRADED WITH A MAXIMUM PARTICLE SIZE
OF 100mm, A = MAXIMUM LINEAR SHRINKAGE OF 8%, AND A MOISTURE CONTENT BETWEEN -2% TO +2% OF OPTIMUM MOISTURE
CONTENT AT THE TIME OF COMPACTION. IMPORTED FILL IN ROADWAYS IS TO CONSIST OF HOMOGENOUS MATERIAL CONTINUOUSLY
GRADED WITH A MAXIMUM PARTICLE SIZE OF 100mm, A MINIMUM CBR OF 8, AND A MOISTURE CONTENT BETWEEN -2% TO +2% OF
OPTIMUM MOISTURE CONTENT AT THE TIME OF COMPACTION.

6, THE CONTRACTOR SHALL ENSURE THAT ALL WORK IS CARRIED OUT, TESTED AND CERTIFIED AS CONTROLLED FILL IN COMPLIANCE
WITH AS.3798 "GUIDELINE ON EARTHWORKS FOR COMMERCIAL AND RESIDENTIAL DEVELOPMENTS". ALL TESTING AND INSPECTIONS
ARE 10 BE CARRIED OUT BY A NATA CERTIFIED LABORATORY APPOINTED BY THE GEOTECHNICAL CONSULTANT IN ACCORDANCE
WITH LEVEL ONE TESTING AS SET OUT IN APPENDIX B OF AS.3798, THE CONTRACTOR SHALL PROVIDE CERTIFICATION TO THE ENGINEER
ON COMPLETION OF THE EARTHWORKS,

7. ALL "UNCONTROLLED FILL" IDENTIFIED ON SITE TO BE REMOVED TO NATURAL SURFACE LEVEL AND, IF SUITABLE, REUSED AND
PLACED AS SPECIFIED ABOVE.

ASPHALT TYPE DG10

MINIMUM COMPACTED DEPTH

30mm ON HOT BITUMEN
[email protected] 1 /m?,

NEW PAVEMENT EXISTING PAVEMENT

 

 

 

 

 

 

=
2 300 MIN + SAW CUT EXISTING ASPHALT
5
£
2| \

200mm LEAN MIX \ NS

i | ~~
200mm LEAN MIX WS

LEAN MIX PAVEMENT

COMPACTED IN 200mm LAYERS
TO 100% RELATIVE DENSITY

 

 

COMPACTED SUBGRADE TO
95% RELATIVE DENSITY

 

* EXISTING PAVEMENT TO BE
CUT BACK UNTIL FULL DEPTH
PAVEMENT EXPOSED,

PAVEMENT JOINT DETAIL
ROAD WIDENING - DAVID LOW WAY

 

DESIGN DEPTH#

 

 

 

 

 

 

 

 

 

 

DRAWING SCHEDULE

 

40525-(1

CIVIL WORKS NOTES AND
DRAWING SCHEDULE

 

10525-C2

SITE FRONTAGE WORKS
PLAN

 

40525-(3

FRONTAGE WORKS
DETAILS

 

40525-C4

BULK EARTHWORKS
PLAN SHEET 1

 

10525-(5

BULK EARTHWORKS
PLAN SHEET 2

 

10525-C6

BULK EARTHWORKS
DETAILS

 

40525-C7
Lown]

LINENARKING AND SIGNAGE

 

10525-C8

 

 

CROSS SECTIONS AND ROAD
LONGITUDINAL SECTION

 

 

THESE DRAWINGS ARE TO BE READ IN CONJUNCTION
WITH GEOTECHNICAL REPORT No. 007-160A

BY BUTLER PARTNERS PTY. LTD.

DATED APRIL 2010

é
ASPHALT TYPE OGiO MINMUM CONPACTED DEPTH
30mm ON HOT BITUMEN [email protected] /m, PRE-SEAL INSPECTION
a
5
| BASE COURSE: UNBOUND PAVEMENT TYPE 2.3. [CBR 45)
MIN. COMPACTED THICKNESS: 125mm. MIN, COMPACTION: 100% ROD,
3
5
$5] SUB BASE COURSE: UNBOUND PAVEMENT TYPE 2.3, [CBR 45)
MIN. COMPACTED THICKNESS: 125mm. MIN, COMPACTION: 100% ROD).
SS "| LOWER SUB BASE COURSE: UNBOUND PAVEMENT TYPE 2.5. (CBR 15)
NS SS THICKNESS AS INSTRUCTED. MIN. COMPACTION: 100% ROD.
‘ PROVISIONAL
S ” ! : SUBGRADE INSPECTION
K c _| NATURAL SUBGRADE MIN, 95% ROD FOR FILL PLACED TO WITHIN 300mm OF LEVEL AND 97% ROD FOR THE TOP 300mm BELOW THE
| FNIsHeD suBGRADe LEVEL.
2
23
22
as
=2| Roo RELATIVE MAXIMUM DRY DENSITY
Es| # MIN. DEPTH TO BE DETERMINED BY THE ENGINEER AFTER TESTING OF THE INSITU SUB-GRADE,
af
TOPSOIL:

TOPSOIL IS TO BE REMOVED, STOCKPILED, AND REUSED TO COVER ALL DISTURBED EARTHWORKS TO A MINIMUM COMPACTED DEPTH OF
75mm. AND GRASSED.
NOTE:

ALL PAVEMENT WORK IS TO BE CARRIED OUT IN ACCORDANCE WITH SUNSHINE COAST REGIONAL COUNCIL GUIDELINES AND
SPECIFICATIONS.

PAVEMENT DETAIL
ROAD EXTENSION - LANEWAY

 

——$——
SUNSHINE COA

 

APPRCV

opw 1105 5°

 

STREGIONAL COUNCIL |

 

 

7 Ee

  

2 NOV 2012

 

 

 

 

 

 

 

 

 

 

 

 

 

ae PROJECT DRAWING TITLE ASSOCIATED CONSULTANT TORTGONSULTINLETY ETD

sa’ || PROPOSED ACCOMODATION AND CIVIL WORKS NOTES sven py eyes zr, Sheet Neo

fod Mewes, Ba r P.O, 61, Noosaville Ql

sercre, || COMMERCIAL DEVELOPMENT AND DRAWING TOECENSUEANG le oe

Eeere"|| “ESSENCE OF PEREGIAN’ : SCHEDULE ENGINEERS ee

eee od

ae a esis prysTuPA| "A. VENESS | "*"* MAY 2010

eae DAVID LOW WAY STAGE 1 AND 2 ; wi, wo aa ISSUE bate) STRUCTURAL CIVIL omits ceorce | cray_| "a

rere. PEREGIAN BEACH for essence C_ [30.tit0 | OPERATIONAL WORKS ISSUE FAX ITB 9178 Tet nt Bates

ou honey B /10.06.10 | OPERATIONAL WORKS ISSUE PHONE (07) 3678 1026 Approved tor 8 D. REYNOLDS AnD

ere SCANLON PROPERTY GROUP of peregian beach K 28.05.10] PRELIMINARY ISSUE | 0. REYNOLDS RPEQ 9872 came ab "10525 ing Ne AF TI
lasue Date Drawing Record th

 

 

 

 

 

 

 

 

Page 12

 

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a

NEW BARRIER
KERB AND
CHANNEL

PROPOSED ASPHALT
PAVEMENT

ew parger I E

KERB AND
CHANNEL

KERB INLET mo
HYDRAULIC .
ENGINEERS DETAILS.

EXTENSION OF EXISTING
STORMWATER PIPEWORK

 

 

 

 

 

   
  

z
/
ATED DRAIN

HYDRAULIC
ENGINE!

 
 
 
 

STORMWATER MANAGEMENT 3 |
HYDRAULIC CONSULTANTS DETAILS.
t

 

 

 

 

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‘SEMI-MOUNTABLE
KERB SMi

 

 

 

 

   
 

 

 

 

 

 

 

 

 

        
    

  
     
   
      
       
   
     
         
     

 

 

 

 

 

 

 

 

 

 

 

 

TO HYDRAULIC
ENGINEERS DETAILS. a
X 4
EXISTING ASPHALT 4
PAVEMENT TO HAVE A |
30mm ASPHALT OVERLAY —————__—_] y
AFTER ALL CONSTRUCTION 3.0m WIDE ACCESS EASEMENT = =~
EQUIPMENT/MATERIAL aan /
DELIVERY VEHICALS ARE NO A Ee 3 eet 8 oamensnmasad
LONGER REQUIRED ON SITE, 2 uy VY FS ax; ~mes ee art y
4 Gh. SEES ~~ ¢ eee
—F Ss 2 ~ 3 a1 | Be S .
EXISTING KERB ee 3 SEER suite Se'4] fe & 2 _ ( jh ) )
AND CHANNEL = Les ~ Pe % x 84Py 5 Z
VS oe s ° 3 8 F
SN ~ si aN 8 2
oRe~ 5 iF
Ke e Zz te
EXISTING CONCRETE ___| We pipe ce Saal ie os
DRIVEWAY CROSSING = >) NEW RG, FOOTPATH. @ ; g
MINIMUM WIDTH TO > REVS.
rote ANS ~ XB 200 TYPICAL, \ \ ane
FASTING AEB Pas "ae || be ‘ AusB.€ und Bean i §
AND CHANNEL a Le eGo Sek JO Hyorquuc |S \ APPROXIMATE POSITION OF i
on z .o a ce seo ee oy ad ae PNGINEE S DETAILS. Ty) GRATED DRAIN TO RELOCATED BUS SHELTER. ? an oy
#5 z f HS SUR a BSE a aa 3 os
gz : ue vio ATEN N 3 SL | so = io DETAILS. (— RUBBLE LINED DRAIN | AL COUNCIL ]
a a ‘ + RE LEM NAG y hf -4 9 HYDRAULIC i a
t eos *% e+ AND CHM S- 28 2S RET facunnys® —/ L/S ENGINEERS DETAILS, as LD |
< —— i iL, he oie |e ONS . e + :, |
mene ve, 2 6 X19 16, : lm | a? le, Woe z
tect gore BH gt aide Nanay ar Ens ast. > f oh 4 2 2 2 NOV 201 |
ae Paes = \(BFOR NEW OVERLAY AND ee = |
4 .  — \gBLEND ID-EXISTING. =~ SSR aka a, ate a _ |
5 ; ees ¥ arievels CAs 2 SRLS | Mote alt SSS 7 BRST — _ os
a a 8 —= 5 2 - = o fie ee ask qi
— cs 8 3 & = i —_ BS = 2 op = £6 9 Aes 2 ,
* 8 . “8 fe © " _- — SHS SSS 5 2 Toad “ed Sedge of aituren
© RAISE WATER ACCESS 2 a 8 ® pa EXISTING n RS: an Zo og boy po Be oF kere
S  poNT HATCH TO SUT > g = MENT Ses : 4 88 fa ¢ os 3
NEW FOOTPATH LEVEL = a Ro lel NEW BARRIER MXsthg peso Ss os ARE Cap € BLEND TO EXISTING o 8
DENOTES EXISTING 2 8 8 AND ERB Le ape Ta ms SF = PAVEMENT, LEVELS g
AS REQUIRED, 3 4 wow AND CHANNEL ING = Uap = 2 3 > >
TREES TO REMAIN. 5 D a 5 EXSTIG cong rein 2 Ray ee 8
3 : TE Mf @ foo 2 _
A & 3 (EDIAN EXISTING KERB ff ® [LR 8 8 < 5 é
DENOTES FINISHED AVI D 2 ae rs AND CHANNEL ! . 8 e eae 2 a _
8 6 4 2 0 ‘0m \aP) SURFACE LEVELS yp Low k 8 a a js g 7 Oe 5
7 Bg & 5 5 ° &e 5 Ba a 8 ”
DENOTES EXISTING \ 52 a & S ig 8 os E 5
ae 0S" SPOT LEVELS Eb) WAY | 4 a * EXISTING PEDESTRIAN 3 ® ‘ 5
\ ve % ? CROSSING 5 8
pores, PROJECT DRAWING TITLE ASSOCIATED CONSULTANT
‘design tharnan re TOD CONSULTING PTY. LTD.
right end shall net
sie" || PROPOSED ACCOMODATION AND SITE FRONTAGE om saa
4 ed a ER P.O, Box 61, Noosaville QLD 4566
acess COMMERCIAL DEVELOPMENT WORKS PLAN K |315.12 | DRAINAGE LAYOUT REVISED TODCONSULT ING Phone (07) S449 9600. Fax (07) Sud 9494
tha fe comic ' 7 J /22.5.12 | REVISED CARPARKING SPACES ADDED Akh nae
{Fe Gantt oh fhe = H  |12.4.12 | REVISED AS CLOUDED, OLD SEWER AND S/W REMOVED _ :
poeta, ESSENCE OF PEREGIAN STAGE 1 Gaui | REVISED TO SUIT COUNCIL RFI ENGINEERS ii iin me
napa ets, DAVID LOW WAY fete CONSTRUCTION STAG ISSUE Cera 5, PRYSTUPA| “"**" A, VENESS MAY 2040
toms b [aun |r PLAN UPDATED, 7 AeBieE RAGE Ot. STRUCTURAL CIVIL ows crore |" cray |" 1200
este are PEREGIAN BEACH for essence C [15.06.10 | ASPHALT OVERLAY ADDED axenseta as Seg | PR vos |p
rey eres B_ |10.06.10 | OPERATIONAL WORKS ISSUE PHONE (07) 3878 1026 proves
=e SCANLON PROPERTY GROUP of peregian beach I 28.05.10] PRELIMINARY ISSUE D. REYNOLDS RPEQ wn i ab 10505 Drawing No. 7 TI
Issue Date Drowing Record t t

 

 

 

 

 

 

 

 

Page 13

PRAM RAMPS TO COMPLY WITH

  
 
 
  

 
   
 
   

   
         
  
  
 
 
  
  
   

 
 

R-090 AND SEQ, R-091, TYPICAL, DOWEL CRADLES OR BAR CHARS. MATERIAL WITH A 10mm —

2-Ni2 TRIMMERS, 1200 LONG, SEALANT CAPPING

\ TIED UNDER TOP STERL.
\ \

TO EVERY DOWEL.

= ‘10mm COMPRESSIBLE PROVIDE A PARCHEM ‘DOWELFORM’

RE 0 Man SaTTe ea = MATERIAL WITH A 10mm SLEEVE WITH A B16 INSERT TO = APPROVED TOOL JOINT AT  R16-300 GALVANISED DOWEL inn COMPRESSIBLE 1NI2 BAR
s SEALANT CAPPING ALLOW FOR LATERAL MOVEMENT S LOCATIONS ON PLAN BARS, 400 LONG, SUPPORTED ON mn
2 =

 

REFER PLAN

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

12-600, 600 LONG EXISTING SLAB eed
REFER SLAB NOTE CRD ee REFER sap nove” STOP MESH SOnm EACH SIDE W380 CALVAASED GaEL BARE, GUN LEI
; ; : 3 200 | 200 OF JOINT AND PRIVIDE 1 Ni2 REFER SLAB NOTE DRILL AND EPOXY GROUT 100 INTO EXISTING
pape. a . J ws eavunsl oo ome socio BARCEALH: SDE:OF: JOM: SLAB. PROVIDE A PARCHEM ‘DOWELFORM’ SLEEVE
SUPPORTED ON DOWEL CRADLES OR BAR CHAIRS. CONSTRUCTION JOINT CJ2 ral
CONSTRUCTION JOINT CJ1 ee JOINT - CONCRETE MAY BE CONSTRUCTION JOINT CJ3
(EXPANSION JOINT) RED. CONTINUOUSLY THROUGH JOINT} 30MPa CONCRETE

 

30MPa CONCRETE
30MPa CONCRETE APPROVED CUT. JOINT

   

 

CUT ALTERNATE WIRE
SL72_ MESH

OF MESH ALONG LINE
{ SO COVER oF JoWNT

 

 

100

|

 

 

 
 
  

  
     
  
   

 
 

       
 
 
    
  
 

2
2
g
gg 50mm SAND ‘ALL JOINTS MUST BE APPROVED
= = ! BEDDING PRIOR TO CONSTRUCTION
as j
3 KERB Si .
52 eet CRACK CONTROL

i rs a SOINT_- GCJ

STANDARD DESIGN. 30MPa CONCRETE

TO IPWEAQ-SHEETS SEQ

  
   

          
 
    
 

Ti 3.0m WIDE ACCESS EASEMENT

+ as y

 

  

 

 

   
 

         
  
 
 
  
      
   
  
  
 
   

    
  

  
   
 
 

 

 

 

 

 

 

   

 
 
   

  

 

 

 

 
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Fae+ | PILSC] es Reboa! AND SEQ R-091. TYPICAL. -
rae E KERB_AND CHANNEL NOTES:
ate Ls} 1 u
> hah ee 2 saors stom tie cote sas on DENOTES 200mm THICK CONCRETE SLAB oN a a IPWEAQ STD DWG SEQ R-0080 FOR FULL DETAILS OF KERB AND
He |} Se) es ta! = [100 | (200) GROUND REINFORCED WITH SL92 MESH TOP. "
88 ay, 2e 2 GROUND REINFORCED WITH SL72 MESH TOP. Shan COVER OW UNGGURD SEVERE Te 2, SUBSOIL DRAINS ARE TO BE INSTALLED UNDER ALL KERB AND CHANNEL/KERB IN
a& 31', 88! 1 30mm COVER, ON 50 SAND BEDDING. ee ire ACCORDANCE WITH IPWEAQ STD DWG SEQ R-0140 UNLESS OTHERWISE DIRECTED
oS erp? 10) HL TYPICAL UNO. 2.5 (CBS 15) 150mm MIN. THICK, COMPACTED TO BY THE ENGINEER
, .
eS elt ge fC) DENOTES 150mm THICK CONCRETE SLAB ON DVI: NERA 3. CAPPED CLEANING CONNECTIONS SHALL BE PROVIDE AT THE HEAD OF DRAINS
ae *RokD, * GROUND REINFORCED WITH SL82 MESH TOP. DENOTES 250mm THICK CONCRETE SLAB ON AND AT MAXIMUM 100m SPACES.
+ 30mm COVER, ON UNBOUND PAVEMENT TYPE PC PERE RLED TH S192 MESH TOR, 30m 4, OUTLETS SHALL BE PROVIDED AT ALL PITS, HEAD DS OF
ety 2.5 (CBS 15) 150mm MIN, THICK, COMPACTED COVER, AND N16-200 EACH WAY BOTTOM, SOmm . Fs HEADRALES, ENDS OF RERDIAND
\ oy Tae tho CALLA COVER, ON UNBOUND PAVEMENT TYPE 25 (C85 15) CHANNEL/KERB OR OTHERWISE AT MAXIMUM 100m SPACES.
“ty TO 100% ROD, 5, OUTLETS NOT AT DRAINAGE PITS OR HEADWALLS SHALL BE PROVIDED WITH A
+ 8+ s wn mtr Pym at ay SONGRETE)BEADWALL AND APRON WITH MARKER POST.
eh gg e E COAST REGIONAL COUNCIL "
tata BS 3s ~~
+t hb Ss > —— NEW R.C. FOOTPATH. QO A RO.
stetape aa J 2 | meV EG RUAN QO ae J 4 wg)_, FALL DEPTH tan RO*
te 7% BE Zim TYPICAL, — slg CONPRESSBLE MATERIAL is
eS | i [AGE BIS YT SEALANT 13 35
+ +/+ + 4 32/2 ri ug J
aa pate & CAP 5
te adeals 15475 | PROFILE TO =
a ee A MATCH SURFACING FALL
rate ge APPROXIMATE PDSITION OF ~ Sete 25 EXISTING TO INVERT AND 4
a L &
meceE RELOCATED BUS] SHELTER. NN I. N| ae Ee Mm 8
+ thtet. St Ss sat 3 |_ 7
t+ eee = = my ah, aay
+ +p+ 4 + 30MPa CONCRETE 4 ‘ a fal ¥ 200mm|\LEAN MIX
sel [ -_ se 200mm| LEAN MIX
: : = { oy 1
- = : i S =} ‘SELECTED FILTER : 1s
) = > $ “+-|___ SELECTED FILTER MATERIAL
: MATERIAL AS SUBSOIL CLEANING : os AS PER COUNCIL SPEC.
z= PER COUNCIL POINT TO DETAILS ON : .
PRAM RAMPS TO COMPLY WITH = SPEC. =) — IPWEAQ STD DWG Ne ‘
IPWEAQ STANDARD DESIGN. g =e ° |___TYPE_A OR B CLEANING

REFER TO IPWEAQ SHEETS SEQ
R-090 AND SEQ R-091. TYPICAL.

BLEND TO EXISTING CONNECTION

PAVEMENT LEVELS

  

100 SLOTTED
CORRUGATED P.V.C. PIPE

EXISTING KERB AND

\ DA VID CHANNEL TO BE REMOVED
Low

 

 

 

 

 

iT LOt 100 9 SLOTTED | ;
1 “I

he, isd CORRUGATED
I EXISTING PEDESTRIAN P.V.C. PIPE
ys i
a | CROSSING
35

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

WAY 200 MIN 5 Mit
0m 8 6 4 2 0 10m
— SEMI-MOUNTABLE KERB TYPE SM2 BARRIER KERB AND CHANNEL
ara, PROJECT DRAWING TITLE ASSOCIATED CONSULTANT
=2ise"|/ PROPOSED ACCOMODATION AND SITE FRONTAGE oa
soar COMMERCIAL DEVELOPMENT : WORKS DETAILS fins | Reven CARPARKNG SPACES ADDED NG Phan uth Seid Foe GM So ous
Eemce*|/ “ESSENCE OF PEREGIAN’ STAGE 1 w fa [Ree 1 Si a ENGINEERS hs Wrefoneogeet
Stet eater 2 G [1140-11 | AMENDED AS CLOUDE
emo cs DAVID LOW WAY t pana fos STAGNG ISSUE SOS a esl prysTupa| “"**" a. vENESS | °°!" May 2010
nares b eanin | Sie LAN UPDATED. 27 ANGERELE RACE CHAPEL MUL STRUCTURAL CIVIL Sp. ceorce | n ray | 1200
Baer PEREGIAN BEACH for SSSSTICe : (eeclegeeeras ee surat es [Peon | =a
‘ac " .06,' roves if .
eee SCANLON PROPERTY GROUP of peregian beach A__|28,05.10| PRELMINARY ISSUE ae Dr aeviLos eco org OS [ewe — Tr aa
a (eee [ete | traveg Rew J Bef Slew 10525 cs xt |

 

 

 

 

 

 

 

 

Page 14

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ANAGEMENT AND —

BASIN. REFER TO

 

 

 

 

 

 

HYDRAULIC CONSULTANTS DETAILS. 4.5

 

 

 

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GRID AND FILL WITH 200mm ROAD BASE COMPACTED WITH A

FLAT DRUM ROLLER.
GEOFABRIC AND GRAVEL WHERE REQUIRED FOR LANDSCAPING.

3. LAY GEOTEXTILE FABRIC ‘BIDIM A24’ UNDER A 10m WIDE
“TENSAR TX16' GRID AND FILL WITH 150mm OF CRUSHER
7, UPON COMPLETION OF CONSTRUCTION ACTIVITIES, REMOVE

DUST OR 5-7mm GRAVEL SCREENINGS.
4, FILL WITH CLEAN SAND TO A LEVEL OF 200mm BELOW

FINISHED ACCESS ROADWAY LEVEL.

WEST OF THE PROPOSED BEACH SHACKS.
5, COMPACT WITH

1, STRIP SITE OF ALL VEGETATION.
2. FILL WITH CLEAN SAND TO A LEVEL OF 100mm ABOVE

SUGGESTED PROCEEDURE FOR FILLING ARE:
STANDING WATER.

 

 

 

1, STRIP GRASS, TREES AND ORGANIC MATTER FROM THE

SUGGESTED PROCEEDURE FOR FILLING AREA
SURFACE,

UNDER BEACH SHACKS AND

 

 

RELATIVE

3, FILL TO BULK EARTHWORKS PAD LEVELS AS SHOWN ON
5. ALL STORMWATER AND SEWERAGE PIPES TO BE LOCATED
ON EASTERN SIDE OF BEACH SHACK SLABS AND TIED TO

THE PLAN IN 300mm MAXIMUM LAYERS,
4, COMPACT WITH A FLAT DRUM ROLLER TO 98%

2, PROOF ROLL WITH A FLAT DRUM ROLLER.
DENSITY EACH LAYER.

 
    

 

     

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QLD 4069
FAX (07) 3378 9173
PHONE (07) 3878 1026

27 AMBERELLE PLACE CHAPEL HILL

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BULK EARTHWORKS
PLAN SHEET 1
STAGE 1 AND 2

RAWING TITLE

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of peregian beach

ESSence

 

 

 

PROPOSED ACCOMODATION AND
COMMERCIAL DEVELOPMENT
“ESSENCE OF PEREGIAN’

DAVID LOW WAY
SCANLON PROPERTY GROUP

PEREGIAN BEACH for

 

 

 

Oe

Page 15

     
      

 

     
       
  
   
 

 
    
   

 

      

       

 

     

 

 

  
 
  
 
 
  
  
 
 
      

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

  
     
     
    
   
   
    
   

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

2 ~~ d
PAVEMENT MARKINGS so
(0) Hog000ag
BARRIER LINES BLI ads NO sro SIGN ht ‘ Loom Xx :
(2) ONE DIRECTION = = — = Bae meat * : Syne DARTED >
ve 75mg: WOE WATE ‘PAINTED
oe 6 Finn ge Wir, BANTER * "6 caBIG He net oe
. F 4 BOS ONT ee hy s
(b) BOTH DIRECTIONS ~= clita any a ee \" ire Yanenebsadugo
Ter [etter
LANE LINES om __j3m|__sm
LLB 4
(a) BROKEN — — — 100mm,
T
LLU a4
{b) UNBROKEN 150r
$m 3m, Sm T ™
LLR els
(e) ROUNDABOUT — A A | ee = 100mm
EL a4
EDGELINE, = =i WHITE PAINTED MEDIAN
3m 3m
CONTINUITY LINE = i. My 4
a = = _ a = a ai 200mm
0.6m 0.6m
Ho ener ee
HOLDING LINE BURP R PP — 200m i
| NO SJANDING SIGN
0.6m 0.6m ps
“| F omy
GIVE WAY LINE SEPM RRR ee api
a WHITE PAINTE
STOP LINE [Sesser a Ta 5 300mm
R1-21A)
a
GIVE WAY SIGN BY
RENEW EXISTING GIVE WAY LINE —}
BUS ZONE SIGNS
= = BLEND NEW LINES TO EXISTING OWER POLE TO REMAING
RS-20 {R) RS-20 {L) EXISTING fh
IDABDUT/ PEDESTRIAN #
SSS ~ f |
NO STANDING SIGNS @ @ | [ > ri
— _— EXISTING BUS Spek | &
RS-35 IR) RS-35 {L) To BE REDRESS == =e
" ” To BE RELUCATES = ~—
as mane L A
sot SS aS
Sy HL
EXISTING INTERSECTION LINE
MARKINGS TO REMAIN,
EXISTING KEEP LEFT RENEW EXISTING EXSTING concper, = nnn
SIGN TO REMAIN BUS LANE HOLDING
EXISTING KEEP LEFT
SIGN TO REMAIN RENEW EXISTING LANE-ED
8 6 & o tom D AVID MARKINGS AS REQUIRED.
SCALE 1.200 RETAIN GREEN BIKE LANE
AWARENESS ZONE, REINSTATE Low
EXISTING WHITE DEFINITION WA Y
LINES AS REQUIRED. RESPRAY EXISTING PEDESTRIAN
DENOTES EXISTING EXISTING GREEN SURFACE AS RENEW EXISTING EXIT FROM REMOVE REDUNDANT EDGE LINE CROSSING SIGN TO REMAIN
TREES TO REMAIN, REQUIRED. BUS LANE HOLDING LINE. IN BUS BAY.
yee, ‘PROJECT DRAWING TITLE ASSOCIATED CONSULTANT
sain thers ore TOD CONSULTING PTY. LTD.
oe el PROPOSED ACCOMODATION AND LINEMARKING PLAN racer al
edie" f Pol pox "hy SHoosavitte GLO "4566
eerie COMMERCIAL DEVELOPMENT STAGE 1 TODCONSULTING Pg Seb ae 5
‘eed for contrct = fail: [email protected]
‘woth pated ax besue A e ’ Web: www.todconsulting.com
are, ESSENCE OF PEREGIAN G |22.5.12 | REVISED CARPARKING SPACES ADDED a ENGINEERS ; a
co F /241111 | REVISED TO SUIT COUNCIL RFI ———S being prysTuPA| "a, veness |" may 2010
pe DAVID LOW WAY : a CS TRUTIN STAGING ISSUE peng anenee. STRUCTURAL CIVIL Se Goo Seale
Stee exer 0.11.10 | OPERATIONAL WORKS ISSUE z . GEO H. GRAY 4200
Ec rate PEREGIAN BEACH for essence C 15.06.10] ASPHALT OVERLAY ADDED/LINEMARKING ADJUSTED xen ci ova Sheet Ho, ee Dato
Peale ate ar a _ B_ 10.06.10 | OPERATIONAL WORKS ISSUE PHONE (07) 3878 1026 Approved To 8 D. REYNOLDS = AnD
me ee SCANLON PROPERTY GROUP [ei 22r2sion beach A |.0510|PReLNnaRY ISSUE ora ETE 0. REYNOLDS. REED 9072 aie Braves We z
mens Cs Drawing Recera J Bs (cw 10525 c7_soLe [a]

 

 

 

 

 

 

Page 16

MATCH EXISTING SURFACE

DATUM RL 0.00 8.3%

 

 

7.29
7.10
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A LANDSCAPED AREA

 

DESIGN SURFACE 8 S = s 38
EXISTING SURFACE /@ Ss & Lo B 3 2 a
CHAINAGE 2 8 S a = S = wo
Sm
PS = 3.6m BUS BAY; EXISTING
3 a SCALE 1400 at A1 THROUGH
3 id EXISTING 1.2m
oO oO

LANDSCAPED AREA

 

 

 

 

   

   
  
 
  

 

NEW PAVEMENT

BIKE LANE
WIDENING. 1.0m WIDE._|

 

 

 

 

 

 

4200
LANDSCAPED AREA
> >
x =
S s
commercial |fyct- | iB =
BUILDING MAX. 15%
BaseneNT ff v aad ee
}

DATUM RL 0.00

 

4 3 2 41° °0

 

SCALE 1100 at A1

eee eee eee eerie ect emeemeimee

5m

SECTION

3.6m BUS BAY) EXISTING
THROUGH

LANE

   

   
     
    

 

EXISTING 1.2m

NEW PAVEMENT | Bi LANE

WIDENING. 1.0m WIDE. |

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

j LANDSCAPED AREA
NX MAX EXISTING: MEDIAN Na EXISTING MEDIAN
~-sth-~ enn al a ricin! Nevn cee = np enn nnnnn a MAX, pe] Jn nena Sao
eu } EXISTING 375 et eo EXISTING 375
COMMERCIAL wont \ is tee commercial | \ ° STOREATER
| wrMNGt “ NEW BARRIER KERB AND CHANNEL DEPTH NOT KNOWN =- fon = NEW BARRIER KERB AND CHANNEL DEPTH NOT KNOWN
2.0m WIDE FOOTPATH i “BUILDING a ---BUILDING =
BASEMENT 2.0m MIN. WIDE FOOTPATH BASEMENT S 1.6m WIDE FOOTPATH
i 3 S
| Td js |
DATUM RL 0.00 DATUM RL 5.00 DATUM RL 5.00
i
i i i
SECTION () secTiON (>) SECTION (2)
5 6 3 2 4 0 Sm 5 4 3 2 104 5m 5 4 3 2 1 0 Sm
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free este PEREGIAN BEACH for essence x Bong aa in ror a
feet Gone? B  |12.4.12 | REVISED AS CLOUDED PHONE (07) 3878 1026 ‘Approves Bot 8 D_ REYNOLDS ARD
oaeireens SCANLON PROPERTY GROUP of peregian beach A [28.05.10] PRELIMINARY ISSUE D. REYNOLDS RPE 9072 fg | # Braving No aie
cent (mL em [tevin tw J Bs ( Po 10525 cs [xa] |