A6107 Complete Set · OPW18/0155

Page 2

LEGEND

PROPOSED EARTHWORKS CUT

[ PROPOSED EARTHWORKS FILL

150mm CBR15 TEMPORARY PAVEMENT

  

8.90 PROPOSED EARTHWORKS LEVEL
—— —— -— PROPOSED BASEMENT WALL
PROPOSED TOP OF BATTER
PROPOSED TOE OF BATTER
PROPOSED SWALE
FINISHED SURFACE CONTOUR
EXISTING SURFACE CONTOUR
—— —E— — — _ EXISTING ELECTRICAL RETICULATION
— — —T— — — _ EXISTING TELSTRA RETICULATION
— — —D— — — _ EXISTING STORMWATER DRAINAGE
— — —W— — — _ EXISTING WATER RETICULATION
— — —S— — — _ EXISTING SEWER RETICULATION
Le
TEMPORARY SITE
XOX CONSTRUCTION
A ve ENTRY/EXIT
1% CROSS REFER DETAIL PESC04

  

FALL (Typ)

   
  
  

HABITAT PROTECTION FENCE TO BE

ERECTED PRIOR TO COMMENCEMENT
OF CLEARING WORKS PROVIDE SIGNAGE ————

 

AT 50m SPACINGS " ECOLOGICAL
RESTORATION AREA - NO ACCESS

ALL WORKS TO BE CARRIED OUT IN STRICT
ACCORDANCE WITH APPROVED SETTLERS

 

 

 

az
co
“Ge, TEMP. COVE NOOSA RESIDENTIAL HIGH DENSITY
“ay, BATTER ENVIRONMENTAL MANAGEMENT PLAN (EMP1)
“Yy 1 IN 2 MAX DATED 21 JULY 2005 BY WBM OCEANICS.

es,

ALL BATTER GRADIENTS
TO BE CONFIRMED BY

 
  

TEMP
BATTER \
1 IN 2MAX

 
 

GEOTECHNICAL
ENGINEER'S REPORT

   

 

  

BATTER
4 IN 2MAX

0 4 8 12 16 20m

SCALE 1:200 A1, 1:400 3

 

 

 

 

 

  

 

 

 

NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION" AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTION PURPOSES. Design: . PROJECT: DRAWING TITLE:
Drawn: Be ty ts Ma Avia Projects EARTHWORKS LAYOUT
FOR APPROVAL | ost: ABN syeitasist! || | PROPOSED RESIDENTIAL DEVELOPMENT STAGES 4A & 4B | consTRUCTION ACCESS LAYOUT
PO Box 559, Cotton Tree, QLD, 4558 Revision Sheet
Checked - Tel (07) 5475 4125 Fax (07) 5479 1607 | at SERENITY CLOSE, NOOSA DRAWING No: 464 ()7/48/PEWO1 | 1 of 1
jecke 7 : Email: [email protected] 5 ; > apo i ions prooaibod wate
ENGINEERING : DESIGN : MANAGEMENT © This plan is Copyright. Other than for the purposes of and subject to the conditions prescribed tmnder the
viiciron api. Daun aD Web http:hwaw aa.netau for CAPE BOUVARD DEVELOPMENTS Se Pt #ya  s, o ehe  g
REV | DATE DESCRIPTION By | CHKD RPEQ- 4784 ‘1 SHEET SIZE FILENAME :26107-18-PEWOI dug - DATE: 22/6/18 3:31pm ~ XREF's: aG107-X-BASE; a6107-X-SURVEY; a6107-XARCH landscape; aB107-XCARCH; H-Approved-SH; H-Chels.SH Council Ref: Tededel aun Pret AT Snfeiectl property remains within ALTA Projects. all enquiries should

 

 

 

 

 

 

 

 

 

 

 

 

Page 3

EXISTING TREE TO BE RETAINED.
PROVIDE EXCLUSION ZONE

   

BARRIERS IN ACCORDANCE WITH ewe CSN
ARBORISTS REPORT (TYP) Z TOREMAN- P=: LEGEND

  
 
 
 
 
 
 
 
 
 
 
  
  
  
  
 
 
  
  
  
  
 
 
  
  
  
  
  

       
     
 

 

PROPOSED EARTHWORKS CUT
PROPOSED STAGE 4A RAPID

INFILTRATION PITS (WEST).
REFER DETAIL

   

PROPOSED EARTHWORKS FILL

(A 150mm COMPACTED GRAVEL

  

HARDSTAND CBR15
PROPOSED BOULDER

RETAINING WALL 'RW3'.

150mm CBR15 TEMPORARY PAVEMENT
REFER DETAIL

            
   
     
      
  
  

 

   

| $8.90 PROPOSED EARTHWORKS LEVEL
| - —— —— — _ PROPOSED BASEMENT WALL
TEMP. 5
A BATTER | RWA/RW2 PROPOSED RETAINING WALL RW1
4 J 1\IN 2MAX REFER EW05 FOR DETAILS.
| \ y & - RW3 PROPOSED SANDSTONE RETAINING WALL RW3
Mw a RO2O ZO] REFER EW06 FOR DETAILS,
vi *
yr TT TTT TTT ~~PROPOSED TOP OF BATTER
REINFORCED CONCRETE POOL 1A. | oe
SHELL TO CONTRACTOR'S Vr \ PROPOSED TOE OF BATTER
ENGINEER'S DESIGN AND 10.0 —— <- <- <— _ PROPOSED SWALE
CERTIFICATION
------ 50~---— FINISHED SURFACE CONTOUR
8 \\ bk. LY AA ee ~50-— EXISTING SURFACE CONTOUR
5 .
2, 7 Y —— —t— — — _ EXISTING ELECTRICAL RETICULATION
B Eup,
By Sarre ———T——-— _ EXISTING TELSTRA RETICULATION
@ PROPOSED RETAINING TIN oun Li
Z__TPE'RWT’, REFER DETA ae —— —D— — — _ EXISTING STORMWATER DRAINAGE
a — — —W— — — _ EXISTING WATER RETICULATION
>
—— —s———_ EXISTING SEWER RETICULATION
ca |
ant p Q \ ‘
, anne SD \ ALL BATTER GRADIENTS
’ Sa | TO BE CONFIRMED BY

GEOTECHNICAL
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EARTHWORKS
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HABITAT PROTECTION FENCE TO BE \ S
ERECTED PRIOR TO COMMENCEMENT oe

OF CLEARING WORKS PROVIDE SIGNAGE My “7

AT 50m SPACINGS " ECOLOGICAL os

RESTORATION AREA - NO ACCESS

PROPOSED STAGE 4B RAPID
INFILTRATION PITS (WEST).
REFER DETAIL

      

 

 

 

 

 

 

 

 

 

  

 

 

 

 

XY SS
RLIOO ROXAS y
TW12.0¢ \
PROPOSED RETAINING WALL \
'RW3'. REFER DETAIL
ALL WORKS TO BE CARRIED OUT IN STRICT \
ACCORDANCE WITH APPROVED SETTLERS
COVE NOOSA RESIDENTIAL HIGH DENSITY \
ENVIRONMENTAL MANAGEMENT PLAN (EMP1)
DATED 21 JULY 2005 BY WBM OCEANICS. \
ys \ 0 4 8 12 16 20m
> SCALE 1:200 A1, 1:400 A3
NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION" AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTION PURPOSES. Design: PBL . PROJECT: DRAWING TITLE:
Drawn: PBL By I a Avie Projects EARTHWORKS LAYOUT
FOR APPROVAL | bate: avon ABN O1611 354511 sige | PROPOSED RESIDENTIAL DEVELOPMENT STAGES 4A & 4B | staGe 4a (1)
PO Box 559, Cotton Tree, QLD, 4558 Revision Sheat
- Tel (07) 5475 4125 Fax (07) 5479 1607 | at SERENITY CLOSE, NOOSA DRAWING No: 64()7/48/PEWO2 | 1 of 1
Checked . Email: [email protected] ; 5 7
ENGINEERING : DESIGN : MANAGEMENT © This plan is Copyright. Other than for the purposes of and subject to the conditions prescribed tmder the
Dror eo Daun aro Web: hphwi.ala.netau for CAPE BOUVARD DEVELOPMENTS Se Pt #ya  s, o ehe  g
! sakten permision of ALTA Projects, All intellectual property remains within ALTA Projects, all exquisies should
REV | DATE DESCRIPTION By | CHKD RPEQ- 4784 ‘1 SHEET SIZE FILENAME :26107-18-PEWC2 STG4A Part dg - DATE : 2216/18 -3:82om - XREF's: 26107-X-BASE; a6107-X-SURVEY; a6107-XARCH landscape: a6107-X-ARCH: H-Aporoved SH; H-Checked-SH Council Ref: be directed to ALTA Projects.

 

 

 

 

 

 

 

 

 

 

 

Page 4

 

  
 
 
 

PROPOSED ANCHORED SHEET

PILING TO MANUFACTURERS
EXISTING CONCRETE 4

STAIRS & LANDSCAPING
TO REMAIN

    
 

DESIGN & CERTIFICATION.
REFER NOTES

          
 
  
  
  
   

 

PROPOSED STAGE 4A RAPID
INFILTRATION PITS (WEST)
REFER DETAIL

 

 

 

   

   

 

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AND CERTIFICATION I
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TEMP.
BATTER
1 IN 2MAX

    

HABITAT PROTECTION FENCE TO BE
ERECTED PRIOR TO COMMENCEMENT.
OF CLEARING WORKS PROVIDE SIGNAGE ——*—-,————
AT 50m SPACINGS " ECOLOGICAL

RESTORATION AREA - NO ACCESS

 

TW10.30°

RL9.0
[C %

> TEMPORARY 6m WIDE
‘CONSTRUCTION ACCESS

 

 

PROPOSED EARTHWORKS CUT

150mm COMPACTED GRAVEL
HARDSTAND CBR15

LEGEND
[ PROPOSED EARTHWORKS FILL

150mm CBR15 TEMPORARY PAVEMENT

8.90 PROPOSED EARTHWORKS LEVEL
—— —— — PROPOSED BASEMENT WALL
RW1 PROPOSED RETAINING WALL RW1
REFER EW05 FOR DETAILS.
RW3 =, PROPOSED SAWN CUT
Betz sete SANDSTONE RETAINING WALL

'RW3' - REFER EW05 FOR DETAILS.

mm mm mn mm mm mn ~=©PROPOSED SHEET PILING

TTT 1 PROPOSED TOP OF BATTER

—— PROPOSED TOE OF BATTER

—— < < <— PROPOSED SWALE

------ 59~-—-— FINISHED SURFACE CONTOUR
EXISTING SURFACE CONTOUR

EXISTING ELECTRICAL RETICULATION
EXISTING TELSTRA RETICULATION
EXISTING STORMWATER DRAINAGE
— — —W— — — _ EXISTING WATER RETICULATION
—— —S— — — _ EXISTING SEWER RETICULATION

ALL BATTER GRADIENTS
TO BE CONFIRMED BY

GEOTECHNICAL
ENGINEER'S REPORT

 

 

ALL WORKS TO BE CARRIED OUT IN STRICT
ACCORDANCE WITH APPROVED SETTLERS
COVE NOOSA RESIDENTIAL HIGH DENSITY
ENVIRONMENTAL MANAGEMENT PLAN (EMP1)
DATED 21 JULY 2005 BY WBM OCEANICS,

 

 

 

 

      

 

 

 

 

 

 

 

 

 

 

 

 

 

 

‘ 0 4 8 12 16 20m
SCALE 1:200 At, 1:400 A3
NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION" AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTION PURPOSES. Design: PBL . PROJECT: DRAWING TITLE:
Drawn: PBL By I a Avie Projects EARTHWORKS LAYOUT
FOR APPROVAL | bate: avai ABN 91611354511 sige | PROPOSED RESIDENTIAL DEVELOPMENT STAGES 4A & 4B | stace 4a(7)
f PO Box 559, Cotton Tree, QLD, 4558 Revision Sheet
Checked IE Tel (07) 5475 4125 Fax (07) 5479 1607 | at SERENITY CLOSE, NOOSA DRAWING No: 64(7/48/PEW03 | 1 of 1
ecke - : : Email: [email protected] ; ; ; a
ENGINEERING : DESIGN : MANAGEMENT © This plan is Copyright. Other than for the purposes of and subject to the conditions prescribed tmnder the
SECTOR APAROIAL Datum 7D Webs htt:iivww ata.nett for CAPE BOUVARD DEVELOPMENTS Se Pt #ya  s, o ehe  g
REV | DATE DESCRIPTION By | CHKD RPEQ- 4784 ‘At SHEET SIZE FILENAME :26107-18-PEWC3 STG4A Part2. dg - DATE : 2216/18 -3:839m - XREF's: 26107-X-BASE; a6107-X-SURVEY; a6107-XARCH landscape: aB107-X-ARCH: H-Aporoved SH; H-Checked-SH Council Ref: Teitieded te Nk Projete oe Att intelectual property enains whi ALTA Projects, all enguises should

 

 

 

Page 5

    

 
 
   
    
      
  

 

 

 

 

 

 

 

 

 

 

 

 

  
 

 

 

 

 

 

PROPOSED ANCHORED SHEET ~ |

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= ((DESIGN & CERTIFICATION. :

REFER NOTES
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HABITAT PROTECTION FENCE TO BE . Fe

ERECTED PRIOR TO COMMENCEMENT
OF CLEARING WORKS PROVIDE SIGNAGE
AT 50m SPACINGS " ECOLOGICAL ®
RESTORATION AREA - NO ACCESS J ®

 

TEMPORARY 6m WIDE
CONSTRUCTION ACCESS

RL138

TEMPORARY SITE
CONSTRUCTION
ENTRY/EXIT
REFER DETAIL PESC04

PROPOSED EARTHWORKS CUT

PROPOSED EARTHWORKS FILL

Hm 150mm COMPACTED GRAVEL

HARDSTAND CBR15

150mm CBR15 TEMPORARY PAVEMENT

© 8.90 PROPOSED EARTHWORKS LEVEL
—— —— — PROPOSED BASEMENT WALL
___RW1___ PROPOSED RETAINING WALL RW1
REFER EW05 FOR DETAILS.
RWS PROPOSED SAWN CUT

SANDSTONE RETAINING WALL
'RW3' - REFER EW05 FOR DETAILS

mm mm em mm me = PROPOSED SHEET PILING

TTT TTT ~~ ~PROPOSED TOP OF BATTER

-— SS PROPOSED TOE OF BATTER

—— < < <_ PROPOSED SWALE

------! 50—~~~-—— FINISHED SURFACE CONTOUR
EXISTING SURFACE CONTOUR

—— —&— — — EXISTING ELECTRICAL RETICULATION

———T— —— _ EXISTING TELSTRA RETICULATION

—— —d— — — _ EXISTING STORMWATER DRAINAGE

—— —wW— —— _ EXISTING WATER RETICULATION

—— —s—— — _ EXISTING SEWER RETICULATION

ALL BATTER GRADIENTS
TO BE CONFIRMED BY

GEOTECHNICAL
ENGINEER'S REPORT

 

 

ALL WORKS TO BE CARRIED OUT IN STRICT
ACCORDANCE WITH APPROVED SETTLERS
COVE NOOSA RESIDENTIAL HIGH DENSITY
ENVIRONMENTAL MANAGEMENT PLAN (EMP‘)
DATED 21 JULY 2005 BY WBM OCEANICS.

 

 

 

0 4 8 12 16 20m

SCALE 1:200 At, 1:400 A3.

 

NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION" AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTION PURPOSES. J Design:

PROJECT:

 

Drawn:

FOR APPROVAL ] __ bate:

  

 

 

 

 

 

 

Checked Email: Ita.net.
ENGINEERING : DESIGN : MANAGEMENT Mail: [email protected]
Web: hitp:/www.alta.net.au
DIRECTOR APPROVAL Datum —_AHD for CAPE BOUVARD DEVELOPMENTS
REV | DATE DESCRIPTION By | CHKD RPEQ- 4784 ‘At SHEET SIZE FILENAME :26107-18-PEWO4 STGAB.dug- DATE : 22/618 3:330m - XREF's:a6107-X ASE; aB107-X-SURVEY: a6107-XARCH landscape; 2B107-X-ARCH; H-Appraved.SH, [Checked SH

 

 

 

 

 

 

Brah 101 pty Itd Va Alta Projects
Al Ta ABN o1etia5e5i1 || = | PROPOSED RESIDENTIAL DEVELOPMENT STAGES 4A & 4B
L Tal (07) 8475 4128 Fax (07) 6479 1607 | at SERENITY CLOSE, NOOSA

Council Ref:

 

 

 

DRAWING TITLE:
EARTHWORKS LAYOUT
STAGE 4B
5 Revision Sheet
DRAWING No: 46107/18/PEWO4 | tof 1

Copyright Act, no part of it may in any form or by any means (electronic, mechanical, micro copying, photo
copsing, recording or otherwise) be reproduced, stored in a retrieval system or transmitted without the prior
wnitten permission of ALTA Projects. all intellectual property remains within ALTA Projects, all enquiries should

be directed to ALTA Projects.

 

 

 

Page 6

MASONRY NOTES:
GENERAL:

GENERALLY MASONRY CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CURRENT
EDITION OF AUSTRALIAN STANDARD SPECIFICATIONS AS 3700 “MASONRY STRUCTURES”.

IN ADDITION TO THE ABOVE CODE, THE CURRENT EDITION OF THE FOLLOWING AUSTRALIAN
STANDARDS AND CODES SHALL APPLY:

AS 1302 STEEL REINFORCING BARS FOR CONCRETE

AS 1303 STEEL REINFORCING WIRE FOR CONCRETE

AS 1316 MASONRY CEMENT

AS 1478 CHEMICAL ADMIXTURES FOR CONCRETE MORTAR AND GROUT

AS 2701 METHODS OF SAMPLING AND TESTING MORTAR FOR MASONRY
CONSTRUCTION

AS 2699 BUILT IN COMPONENTS FOR MASONRY CONSTRUCTION

AS 2904 DAMP PROOF COURSES AND FLASHINGS

AS 4455 MASONRY UNITS AND SEGMENTAL PAVERS

AS 4456 MASONRY UNITS AND SEGMENTAL PAVERS - METHOD OF TEST.

e ALL MASONRY UNITS SHALL BE SUPPLIED BY AN APPROVED MANUFACTURER WITH
ACCREDITED QUALITY ASSURANCE SYSTEMS IN PLACE.

ALL MASONRY UNITS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (fuc) OF 15MPa UNLESS
NOTED OTHERWISE.

ALL MASONRY SHALL BE LAID “STRETCHER BOND” UNLESS NOTED OTHERWISE.

 ALLUNITS TO BE LAID ON CONTINUOUS MORTAR BEDS NOT EXCEEDING 10MM IN DEPTH.
MORTAR JOINTS SHALL BE RAKED TO A MAXIMUM DEPTH OF SMM UNLESS NOTED OTHERWISE.

« SINGLE SKINNED MASONRY TO INTERNAL AREAS TO BE SEALED WATERTIGHT.

CONCRETE BLOCK:
ALL WALLS TO BE 200 'H' SERIES BLOCKS (UNLESS NOTED OTHERWISE)
ALL WALLS TO BE REINFORCED WITH N12 AT 400 VERTICAL, EACH CORNER & EACH SIDE OF
OPENING AND N12 AT 400 HORIZONTAL (UNLESS NOTED OTHERWISE).
ALL CORES TO BE CORE FILLED WITH 15 MPa CONCRETE
PROVIDE CLEANOUT BLOCKS AT SLAB LEVEL AND ONE COURSE ABOVE.
ALL CORES TO BE THOROUGHLY RODDED & CLEANED PRIOR TO COREFILLING.
ALL CORE FILLING TO BE COMPACTED BY TAMPING WITH N12 BAR OR PENCIL VIBRATOR.

MORTAR:
« ALL MORTAR FOR CONCRETE BLOCK AND BRICK MASONRY SHALL BE MADE STRICTLY IN

econ

REINFORCED CONCRETE NOTES:
GENERAL:
¢ GENERALLY, CONCRETE SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF AS 3600 "CONCRETE
STRUCTURES".
© INADDITION TO THE ABOVE CODE, THE CURRENT EDITION OF THE FOLLOWING AUSTRALIAN STANDARD
SPECIFICATIONS
AND CODES SHALL APPLY:
AS 1012 PTS 1-19 METHODS FOR THE TESTING OF CONCRETE (METRIC UNITS).

AS 3583.1,2,3,8 METHODS OF TEST FOR SUPPLEMENTARY CEMENTITIOUS MATERIALS FOR USE WITH
PORTLAND CEMENT.

AS 3582.1 SUPPLEMENTARY CEMENTITIOUS MATERIALS FOR USE WITH PORTLAND CEMENT: FLY ASH

AS 1141 METHODS FOR SAMPLING AND TESTING AGGREGATES.

AS 1302 STEEL REINFORCING BARS FOR CONCRETE,

AS 1303 HARD DRAWN STEEL REINFORCING WIRE FOR CONCRETE.

AS 1304 HARD DRAWN STEEL WIRE REINFORCING FABRIC FOR CONCRETE.

AS 3972 PORTLAND AND BLENDED CEMENTS.

AS 1379 READY-MIXED CONCRETE (METRIC UNITS)

AS 2758 PART 1 CONCRETE AGGREGATES.

AS 1478, 1479 CODE OF PRACTICE FOR USE OF CHEMICAL ADMIXTURES IN CONCRETE.

AS 3610 FORMWORK FOR CONCRETE.

SUPPLY:

ALL CONCRETE IS TO BE SUPPLIED BY A LICENSED READY MIXED CONCRETE MANUFACTURER. NO ON SITE BATCHING
Is
ACCEPTABLE.
MANUFACTURERS MUST HAVE AN APPROVED AND CERTIFIED QUALITY ASSURANCE PROGRAM IN PLACE AND BE
APPROVED BY THE ENGINEER PRIOR TO SUPPLY OF ANY CONCRETE.
ALL MATERIALS, STORAGE, BATCHING, ETC. TO CONFORM TO THE REQUIREMENTS OF THE RELEVANT AUSTRALIAN
STANDARDS.
ALL CONCRETE TO BE NORMAL-CLASS IN ACCORDANCE WITH AS 3600 UNLESS NOTED OTHERWISE.
ALL CONCRETE SHALL HAVE A MAXIMUM AGGREGATE SIZE OF 20mm AND A SLUMP OF 80mm (£20mm) AT THE POINT OF
DISCHARGE.
ALL REINFORCED CONCRETE SHALL HAVE A 56 DAY SHRINKAGE STRAIN NOT EXCEEDING THE FOLLOWING:

750 MICROSTRAIN TYPICALLY.

600 MICROSTRAIN FOR POST TENSIONED CONCRETE.

500 MICROSTRAIN FOR WATERTIGHT CONCRETE STRUCTURES.
ALL CONCRETE IS SPECIFIED BY 28 DAY COMPRESSIVE STRENGTH UNLESS NOTED OTHERWISE.

BLOCKWORK RETAINING WALL NOTES:

SUPPORTED MATERIAL SHALL BE NATURAL INSITU SOIL OR WELL COMPACTED FILL (REFER
FOLLOWING NOTES) CAPABLE OF STANDING UNSUPPORTED DURING CONSTRUCTION OF THE
WALL.

FILL MATERIAL BEHIND WALL SHALL BE COMPACTED IN LAYERS NOT EXCEEDING 200mm DEPTH
COMPACTED TO 95% MDD (AS1289 E7.1) AND TO EXTEND A MINIMUM OF 2.0m BEYOND THE
FRONT FACE OF WALL BEFORE BEING TRIMMED BACK ENSURING SOLID COMPACTION.

20mm SCREENINGS BACKFILL MATERIAL IS ASSUMED TO BE GRANULAR, FREE DRAINING AND IN
A MEDIUM DENSE CONDITION.

FOUNDATION TO BE COMPETENT MATERIAL WITH ALLOWABLE BEARING PRESSURE NOT LESS
THAN 150 KPA (UNLESS NOTED OTHERWISE). AND AN EARTH PRESSURE Ka < 0.3, FOUNDATION
TO BE CHECKED BY AN EXPERIENCED GEOTECHNICAL ENGINEER TO CONFIRM BEARING
CAPACITY PRIOR TO FOOTING PLACEMENT.

WATERPROOFING MEMBRANE IS TO BE PROTECTED FROM PUNCTURING DURING BACKFILLING
OPERATIONS.

BACKFILLING OPERATIONS SHALL NOT BEGIN UNTIL A MINIMUM OF SEVEN (7) DAYS AFTER
GROUTING OCCURS.

UNLESS NOTED OTHERWISE, MOVEMENT JOINTS SHALL BE LOCATED AT 6m CENTRES. JOINTS
SHALL NOT BE LOCATED WITHIN 3m OF A CORNER OR RETURN, UNLESS NOTED OTHERWISE.
BACKFILL TO BE COMPACTED AT OPTIMUM MOISTURE TO 95% MDD IN LAYERS NOT EXCEEDING
200mm AND USING LIGHT PLANT SUCH AS WALL BEHIND ROLLERS, WACKER PACKERS..ETC

   
 

450
450

 

 

 

 

 

 

 

 

 

 

N12 @ 300 EACH FACE

   
  
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

450 LAP

TYPICAL STEP
FOOTING DETAIL.
SCALE 1:10 At (1:20 A3)

 

 

 

 

 

 

 

 

 

ACCORDANCE WITH BOTH THE RELEVANT AUSTRALIAN STANDARDS AND THE BLOCK/BRICK REINFORCEMENT: N42 CORNER BARS AT 400. N12 CORNER BARS AT 400.
SUPPLIERS’ WRITTEN SPECIFICATION TO ATTAIN THE SPECIFIED ULTIMATE COMPRESSIVE © ALL REINFORCEMENT TO BE SUPPLIED BY A REGISTERED MANUFACTURER WITH AN APPROVED AND CERTIFIED 450
STRENGTH AT 28 DAYS. QUALITY
@ MORTAR SHALL BE MANUFACTURED SO THAT A BOND STRENGTH EXCEEDING 0.5 MPa IS. arte ee ee ALL REINFORCEMENT IS TO COMPLY WITH THE REQUIREMENTS OF AS 1302, AS 1303
. BONE STRENGTH BETWEEN SLOGKSaRtIGKS NO MORTAR SHALL BE CHECKED BY MEANS © ALL REINFORCEMENT IS TO BE DELIVERED TO SITE FREE FROM OIL, GREASE OR OTHER SURFACE COATINGS WHICH &
MAY IMPAIR BOND TO CONCRETE.
OF BENDING TESTS CARRIED OUT IN ACCORDANCE WITH AS 3700 APPENDIX A. TESTS ARE « ALLREINFORCEMENT TO BE 500 MPa MINIMUM YIELD UNLESS NOTED OTHERWISE.
TO BE CARRIED OUT AT REGULAR INTERVALS DURING CONSTRUCTION OF ALL MASONRY. * REINFORCEMENT SHALL NOT BE WELDED WITHOUT WRITTEN APPROVAL FROM THE ENGINEER.
© MORTAR TYPE SHALL BE M3 UNLESS NOTED OTHERWISE FORMWORK:
© MORTAR IN WHICH “INITIAL SET” HAS OCCURRED SHALL NOT BE USED, RETEMPERING OF :
* ALL CONCRETE OTHER THAN CAST AGAINST GROUND, SHALL BE PLACED AGAINST TIMBER, PLYWOOD OR STEEL
MORTARS BY THE ADDITION OF WATER SHALL NOT BE ALLOWED. FORMS. BLOCKWORK CORNER DETAIL BLOCKWORK JUNCTION DETAIL
GROUTING: * ALL FORMWORK SHALL COMPLY WITH THE REQUIREMENTS OF AS 1509 AND AS 1510 SCAETIO(A)S=C“C‘<;<C;<SC;«;«C;S;~*~*~CS*StSS!SS SCALETO()—~=SOC=~C“‘<;2CS!”*~<CSCSSSSS
e ALL GROUT IS TO BE SUPPLIED BY A LICENSED READY MIXED CONCRETE MANUFACTURER. REFER ARCHITECT'S DRAWINGS FOR REQUIRED FORMWORK CLASS WHERE APPLICABLE. CLASS B FORMWORK SHALL . .
¢ NOON SITE BATCHING IS ACCEPTABLE. MANUFACTURERS MUST HAVE AN APPROVED AND BE ADOPTED UNLESS NOTED OTHERWISE.
CERTIFIED QUALITY ASSURANCE PROGRAM IN PLACE AND BE APPROVED BY THE ENGINEER * ALL TEMPORARY FORMWORK, FALSEWORK, PROPPING, BRACING, TO BE DESIGNED AND CERTIFIED BY A REGISTERED
PRIOR TO SUPPLY OF ANY GROUT PROFESSIONAL ENGINEER (RPEQ) PRIOR TO ERECTION
«ALL MATERIALS, STORAGE, BATCHING, ETC TO CONFORM TO THE REQUIREMENTS OF THE © ALL REINFORCEMENT TO BE SUPPORTED OFF FORMS WITH PLASTIC OR PLASTIC TIPPED WIRE CHAIRS TO PROVIDE
. AL ‘aRoUT TO Be NORMAL CLASS N ACCORDANCE WITH AS 3600 UNLESS NOTED OTHERWISE SPECIFIED COVER. ALL CONCRETE CAST AGAINST GROUND TO BE UNDERLAIN BY WATERPROOF MEMBRANE BUTTRESS
ALL GROUT IS SPECIFIED BY 28 DAY COMPRESSIVE STRENGTH UNLESS NOTED OTHERWISE TRANSPORT:
* ALL GROUT TO CONTAIN SUFFICIENT QUANTITIES OF FLYASH OR OTHER PROZZOLANIC » ALLCONCRETE IS TO BE TRANSPORTED TO SITE IN AGITATOR TRUCKS, N12 CORNER BARS AT 400.
MATERIALS TO PREVENT POSSIBLE ALKALVAGGREGATE REACTION © CONCRETE NOT PLACED WITHIN ONE HOUR AFTER BATCHING MAY BE REJECTED AT THE ENGINEER'S DISCRETION
REINFORCEMENT: PLACEMENT, COMPACTION AND FINISHING: ls
© ALLREINFORCEMENT TO BE SUPPLIED BY A REGISTERED MANUFACTURER WITH AN APPROVED © CONCRETE TO BE PLACED IN FORMS BY HORIZONTAL '‘CHUTING' NO MORE THAN 3m, CONCRETE PUMPING OR KIBBLING. e FLEXIBLE SEALANT BOTH SIDES
AND CERTIFIED QUALITY ASSURANCE PROGRAM IN PLACE. UNDER NO CIRCUMSTANCES SHALL CONCRETE BE INDUCED TO FLOW HORIZONTALLY BY USE OF VIBRATORS. sy Ns 200 MAX
© ALL. CONCRETE SHALL BE PLACED CONTINUOUSLY BETWEEN CONSTRUCTION JOINTS AS DETAILED IN SUCH A MANNER Hi
° a aes 1S TO COMPLY WITH THE REQUIREMENTS OF AS 1302, AS 1203 AND AS AS TO AVOID ‘COLD JOINTS’, CONSTRUCTION JOINTS SHALL BE LOCATED AS DETAILED ON DRAWINGS OR AS Hh 200 BLOCKWORK. N12 AT 400 EACH WAY.
* ALLREINFORCEMENT IS TO BE DELIVERED TO SITE FREE FROM OIL, GREASE OR OTHER INSTRUCTED IN WRITING BY THE ENGINEER, FILL ALL CORES STOP HORIZ. BARS EITHER
R © ALL. CONCRETE IS TO BE COMPACTED UPON PLACEMENT USING 50mm DIAMETER VIBRATORS. . SIDE OF JOINT.
SURFACE COATINGS WHICH MAY IMPAIR BOND TO CONCRETE. © SLABS AND BEAMS ARE TO HAVE A FILM OF APPROVED ALPHATIC ALCOHOL APPLIED TO THE SURFACE, DIRECTLY Z Z)
ALL REINFORCEMENT TO BE 500 MPa MINIMUM YIELD UNLESS NOTED OTHERWISE AFTER SCREEDING, PRIOR TO FLOATING, REGARDLESS OF WEATHER CONDITIONS. o| f yf {
TESTING: © ADDITIONAL PROTECTIVE MEASURES SUCH AS CHILLED MIX WATER, SHADING PLACEMENT AREAS, WIND BREAKS, ETC 8) 4 * iB . = ae oT
T| Y. MAY BE REQUIRED BY THE ENGINEER IF PLACING CONCRETE DURING UNUSUALLY HOT, DRY OR WINDY CONDITIONS. 77 7 77
ACCORDANCE WIN THE, RECUREMENTS OE le REGISTERED LABORATORY, IN STRICT © ALL CONCRETE SLABS SHALL BE STEEL TROWEL FINISHED UNLESS NOTED OTHERWISE. ZZ A
THE FOLLOWING TESTING SCHEDULE IS TO BE ADOPTED IN ADDITION TO THE REQUIREMENTS * BROOM FINISHING, WHERE SPECIFIED, SHALL BE CARRIED OUT AFTER STEEL TROWEL FINISHING. R20 GALVANISED DOWELS - GREASE ONE END
OF THE MANUFACTURER'S QUALITY ASSURANCE PROGRAM * ALL CONCRETE TO BE ORDERED AND PLACED AT 80MM SLUMP UNLESS NOTED OTHERWISE. (400 LONG ) AT 400 CTS
+ NO WATER TO BE ADDED ON SITE UNLESS APPROVED BY THE ENGINEER.
© AMINIMUM OF ONE TEST (3 CYLINDERS) TO BE TAKEN FROM EACH ELEMENT CAST ON ANY
GIVEN DAY TESTING: TYPICAL BLOCKWORK CONTROL JOINT BUTTRESSES
© AMINIMUM OF ONE TEST (3 CYLINDERS) TO BE TAKEN FROM EACH GROUT STRENGTH GRADE ALL CONCRETE TESTING IS TO BE CARRIED OUT BY A NATA REGISTERED LABORATORY, IN STRICT ACCORDANCE WITH SCALE 1:10 (A1) NOTE: C.J. EVERY SECOND BUTTRESS
CAST ON ANY GIVEN DAY. THE REQUIREMENTS OF AS 1012
+ AMINIMUM OF ONE TEST (3 CYLINDERS) TO BE TAKEN FROM EACH 50m? OR PART THEREOF © THE FOLLOWING TESTING SCHEDULE |S TO BE ADOPTED IN ADDITION TO THE REQUIREMENTS OF THE
MANUFACTURER'S QUALITY ASSURANCE PROGRAM :
. BY SAMPLES ARE TO BE PANGAN PROM TSE AGRATOR ON SITE. - AMINIMUM OF ONE TEST (3 CYLINDERS) TO BE TAKEN FROM EACH ELEMENT CAST ON ANY GIVEN DAY (EG. COLUMNS, FLEXIBLE SEALANT BOTH SIDES
" FOOTINGS, ETC).
© NOWATER SHALL BE ADDED ON SITE
* THE ENGINEER NAY ORDER AT ANY TIME CORING OF ERECTED 8 FILLED PANELS. CORES AMNIMUM OF ONE TEST (8 CYLINDERS) TO BE TAKEN FROM EACH CONCRETE STRENGTH GRADE CAST ON ANY GIVEN 200 BLOCKWORK. N12 AT 400 EACH WAY.
TAKEN SHALL BE TESTED FOR DENSITY & COMPRESSIVE STRENGTH ‘
- IF FI ° F CAST YY FILL ALL CORES STOP HORIZ. BARS EITHER SIDE OF JOINT.
* SHOULD CORED SAMPLES FAIL TO MEET SPECIFIED STRENGTH THE WALL PANEL MAY BE Fe SAE er Ge INDERS) TO BE TAKEN FROM EACH Som? OR PART THERE OF CAST ON A GIVEN DA
REJECTED AT THE ENGINEER'S DISCRETION. * ALL SAMPLES ARE TO BE TAKEN FROM THE AGITATOR, ON SITE.
© IF WATER IS ADDED ON SITE, WITH THE ENGINEER'S PERMISSION, SAMPLES FOR TESTING SHALL BE TAKEN AFTER THE
ADDITION OF WATER. WALL HEIGHT CONTROL JOINT SPACING
CURING:
© ALL CONCRETE IS TO BE CURED BY AN APPROVED METHOD FOR A MINIMUM OF 28 DAYS AFTER FINISHING. tm 3m
CURING METHOD IS TO BE APPROVED BY THE ENGINEER PRIOR TO CONCRETE PLACEMENT AND SHALL GENERALLY 20.09 20.10 2m 6m*
CONSIST OF ONE OR A COMBINATION OF THE FOLLOWING METHODS an em*
- CONTINUOUS WATER PONDING.
- COMPLETE ENCASEMENT IN A WATERPROOF FILM (EG. POLYTHENE). 4m om*
- APPLICATION OF AN APPROVED CURING COMPOUND. TYPICAL BLOCKWORK CONTROL JOINT
SCALE 1:10 (A1) PROVIDE CONTROL JOINTS AS PER TABLE * ATBUTTRESSES
NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION" AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTION PURPOSES. Design: PBL Brah 101 pty Itd Ua Alta Projects PROJECT: DRAWING TITLE:
Drawn: RETAINING WALL NOTES AND DETAILS
: A.B.N. 91 611 354 511
Date ABN o1oti36451 ||| | PROPOSED RESIDENTIAL DEVELOPMENT STAGE 4A & 4B
PO Box 559, Cotton Tree, QLD, 4558 Revision Sheat
Checked - Te! (07) 5475 4125 Fax (07) 479 1607] at SERENITY CLOSE, NOOSA DRAWING No: 146407/18/PEWO5 | 1 of 4
ENGINEERING : DESIGN : MANAGEMENT : net © This plan is Copyright. Other than for the purposes of and subject to the conditions prescribed tmnder the
Web: http://www alta.net. eoyright dct, no port of fe anay in any form ot by any teens (eectrouie, mcchaniel,ahcro ecpying, photo
viiciron api. Daum 0 ob: hip: alta net. au for CAPE BOUVARD DEVELOPMENTS Sr taeda thre) a ged ge ee ee es

 

 

Rev | DATE DESCRIPTION BY | CHKD RPEQ- 4784

 

 

 

 

 

 

 

 

 

 

 

 

FILENAME : 96107-18-PEWOS-PEWO7.ong -DATE : 221/18 -3:34pm - XREF': HApproved-SH; H-Ohoctod SH

 

 

A‘ SHEET SIZE

 

 

Council Ref:

wnitten permission of ALTA Projects. all intellectual property remains within ALTA Projects, all enquiries should

be directed to ALTA Projects.

 

 

Page 7

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

  
  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

BALUSTRADE IN ACCORDANCE
WITH BCA STANDARD AND
MANUFACTURERS SPECIFICATION
200HB SERIES
TOP OF WALL
FDS PPS
J | KE “
SETOUT POINT TOP“ JY>0 COVER
.
BALUSTRADE IN ACCORDANCE ‘ KA
WITH BCA STANDARD AND | Per
4 MANUFACTURERS SPECIFICATION | SS
AWK
200HB SERIES z aS ~- WATERPROOFING & DRAINAGE
50 COVER = |< LAYER TO BUILDERS SPECS.
3 Ss
TOP OF WALL a | Lx
/ ql PO WN Jae N16 @ 00 VERT
setourPont Tor / EC] es “WATERPROOFING & DRAINAGE r] SS S
x | "WKXAAYER TO BUILDERS SPECS. Le AN12 @ 400 HORIZ
2 ~ ZN12 @ 400 E.W. SETOUTPOINT'BTIM', J a
8 | ; PY GRANULAR BACKFILL, 1002 AGG. DRAIN
Ss ‘BTM! 1 . .
SETOUT POINT ‘BTM GRANULAR BACKFLL 1000 AGG. DRAIN ‘qo KK IN GEO FABRIC SOCK. DISCHARGE TO
r . ee STORMWATER.
= STORNVIATER NYY HH se N16 @ 400 65 COVER
KEK 2 NY: ; N12 @ 400 E.W. 65 COVER. MOSES . SAS S
XxKRX - = ~
niastarrers @ on. — b= "8 N16 STARTERS @ 200 r< 8
LAP 450,65COVER. > SPOT DODO LAP 600. B5 COVER, SYR SINT @ 400
DIINO RIRRAQRQRAGRRI ME
700 RRL OWI EY
TYPICAL RETAINING WALL - RW2 TYPICAL RETAINING WALL - RW2
(0 TO 1000 HIGH) (1000 TO 2000 HIGH)
SCALE 1:20 (A1) SCALE 1:20 (A1)
NOTE:
REFER STRUCTURAL ENGINEERS FOR
FINAL BLOCK RETAINING WALL DESIGN
NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION" AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTION PURPOSES. Design: PBL Brah 101 pty Itd Ua Alta Projects PROJECT: DRAWING TITLE:
iia ABN. 91611354511 PROPOSED RESIDENTIAL DEVELOPMENT STAGE 4A&4B enerrtors
Date: MAY 2016 26 Memorial Avenue, Cotton Tree SHEET 1 OF 2
PO Box 559, Cotton Tree, QLD, 4558. Revision Sheet
Checked: = IE Tel (07) 5475 4125 Fax (07) 5479 1607 | at SERENITY CLOSE, NOOSA DRAWING No: 64()7/48/PEWO6 | 1 of 1
ecked: |= . . Email: [email protected] 5 ; . 5 im tk waited und
ENGINEERING : DESIGN : MANAGEMENT © This plon is Copyright. Other ‘han for the purposes of and subject to the conditions prescribed under the
ciroR APPROVAL Datum AD Web: hitpi/mwwalta.net.au for CAPE BOUVARD DEVELOPMENTS Copa ao fr yf any rm omy mn, ee esha rg a
REV | DATE DESCRIPTION By | CHKD RPEQ- 4784 ‘1 SHEET SIZE FILENAME :26107-18-PEWOS-PEWOT. cg - DATE : 228/18 - 3:35pm ~ XREFs: H-Approved-SH; H-Checked-SH Council Ref: Teitieded te Nk Projete oe Aa} feel propery zeman win ALTA Proecss AMV enquies should

 

 

 

 

 

 

 

 

 

 

 

Page 8

RETAINING WALL 'RW3' NOTES:
1.

SUPPORTED MATERIAL IS TO BE NATURAL CLEAN INSITU SAND OR WELL COMPACTED CLEAN SAND FILL (REFER
NOTE 2,) CAPABLE OF STANDING UNSUPPORTED DURING CONSTRUCTION OF THE WALL.

FILL MATERIAL BEHIND WALL SHALL BE COMPACTED IN LAYERS NOT EXCEEDING 200mm DEPTH COMPACTED TO 95%
MDD (AS1289 E7.1) USING 75mm FORE HOSE & SPEAR & VIBRATING PLATE.

20mm SCREENINGS BACKFILL MATERIAL |S TO BE GRANULAR, FREE DRAINING AND IN A MEDIUM DENSE CONDITION.

FOUNDATION TO BE COMPETENT MATERIAL WITH ALLOWABLE BEARING PRESSURE NOT LESS THAN 150 KPA. AND AN
EARTH PRESSURE Ka < 0.3. FOUNDATION TO BE CHECKED BY AN ENGINEER TO CONFIRM BEARING CAPACITY PRIOR
TO PLACEMENT OF FIRST BOULDERS) BINDING LAYER.

BOULDERS ARE TO BE APPROVED BY AN EXPERIENCED GEOTECHNICAL ENGINEER OR GEOLOGIST AND ARE TO BE
OF SUITABLE SHAPE, AND ARE TO COMPRISE SLIGHTLY WEATHERED OR FRESH MATERIAL BEING OF HIGH
STRENGTH (OR STRONGER) AS DEFINED BY AS1726-1993 "GEOTECHNICAL SITE INVESTIGATIONS". THE MATERIAL
SHOULD ALSO COMPLY WITH THE REQUIREMENT OF LESS THAN 15% PARTICLE LOSS UNDER SODIUM SULPHATE
SOUNDNESS TESTING IN ACCORDANCE WITH AS1141.24 "METHODS FOR SAMPLING AND TESTING AGGREGATES".

BOULDERS SHOULD BE PLACED IN STABLE POSITIONS WITH SEVERAL POINT CONTACTS, GENERALLY SLOPING
REARWARD. BOULDERS SHOULD FORM AN INTERLOCKING MASS WHEN COMPLETED WITH NO INDIVIDUAL BOULDERS
FREETO MOVE, AND NO GAPS GREATER THAN 100mm DIAMETER.

MAJOR BOULDERS (WITH DIMENSIONS SIMILAR TO THE WALL WIDTH) SHOULD BE PLACED WITH THEIR LONG AXIS
PERPENDICULAR TO THE WALL FACE, SLOPPED REARWARDS AND WELL SUPPORTED WITH SEVERAL POINT OR LINE
CONTACTS. PREFERABLY NO TWO MAJOR BOULDERS SHOULD BE PLACED ADJACENT TO EACH OTHER.

300 MIN

CLAY PLUG

500 MIN

 

      
     
 
   
  

|

BIDDIM A24
GEOFABRIC FILTER
LAYER SECURELY
FASTENED - TOP
TO TOE (TYPICAL)

LISI UE.

 

20mm SCREENINGS —}-=
5000 x 300W :

 

 

100 DIA AGG DRAIN
DISCHARGING TO.

SELECTED STONES
REFER NOTES

MAJOR STONES
REFER NOTE

4m MAXIMUM

 

 

300 MIN

150mm CONCRETE BINDING LAYER,

IF DIRECTED BY ENGINEER

 

 

STORMWATER NETWORK.
RETAINING WALL RW3
MACHINE PLACED ROCK
RETAINING WALL (IN SAND)
4.0m MAX HEIGHT
SCALE 1:25 (At)
NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION’ AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTION PURPOSES. J Design: PBL Brah 101 pty td ta Alta Projects PROJECT: RETAINING WALL DETAILS

Drawn: PBL

Date: ay 201 ABN o1eriasesi1 |= | PROPOSED RESIDENTIAL DEVELOPMENT STAGES 4A &4B | sucet 2 oF 2

L Tal (07) 8475 4125 Fax (07) 6479 1607 | at SERENITY CLOSE, NOOSA DRAWINGNO: A6497/18/PEWOT Fee
Checked - ] ENGINEERING : DESIGN : MANAGEMENT E'ail: [email protected] © This plan Be Copyright, Other han for the purposes of and subject to the conditions prescribed under the

      

 

Datum _AHD

DIRECTOR APPROVAL

 

 

REV

 

DATE

 

DESCRIPTION

 

BY

 

Web: hitp:/www.alta.net.au

for CAPE BOUVARD DEVELOPMENTS

 

CHKD RPEQ- 4784

A‘ SHEET SIZE

 

 

 

FILENAME : 96107-18-PEWOS-PEWOT.ong -DATE : 221/18 -3:35pm - XREF': HApproved-SH; H-Ohocted SH

 

 

 

 

Council Ref:

 

Copyright Act, no part of it may in any form or by any means (electronic, mechanical, micro copying, photo
copsing, recording or otherwise) be reproduced, stored in a retrieval system or transmitted without the prior
wnitten permission of ALTA Projects. all intellectual property remains within ALTA Projects, all enquiries should

be directed to ALTA Projects.

 

 

Page 9

REINFORCED CONCRETE POOL

   
 
  

  

  

 

  
  

 

 

 

 

 

   
  

 

 

 

 

    

 

 

 

 

    
 

  

 

 

 

 

 

 

     
    
  
   
 
    
 

 

 

 

 

    

  
  

 

 

 
    

 

  
       
 

 

 

 

 

 

 

 

  

 

 

 

 

 

eNGINE Cte oe ono PROPOSED RETAINING WALL - EXISTING CONCRETE STAIRS
CERTIFICATION TYPE 'RW1'. REFER DETAIL 150mm COMPACTED GRAVEL & LANDSCAPING TO REMAIN
2.0min EWPAD |Z -HARDSTAND CBR15 |
MAINTENANCE RL14,0(NOM)
ACCESS/ = exri74 ||
VE SWALE ON wren ee oe = RRR
BIDIMA14GEOFABRIC BATTER fi 5
PINNED TO SLOPE Ie Hy 150mm COMPACTEDGRAVEL; = RR
| EW FAD HARDSTAND CBR15 EWPAD) = | [My =
| RL10,0 (NOM) RL14.0 (NOM)
COMPACTED BACKFILL ANCHORED SHEET PILING TO
~ REFER NOTES MANUFACTURERS DESIGN &
6 \ 450mm COMPACTED GRAVEL CERTIFICATION. REFER NOTES
TEMPORARY BATTER — HARDSTAND CBR15 TEMPORARY BATTER
1v in 2h MAX 4v in 2h MAX
COMPACTED SAND FILL
REFER NOTES PROPOSED RETAINING WALL! SECTION SECTION
TYPE 'RW1' REFER DETAIL SCALE 1:100 A1pE\ NO2,PEVA 03 SCALE 1:100 A1
| ly | I |
| 3.0m | | | I L
| _ SEWER 1 | I]
PROPOSED RETAINING WALL BIDIM A14 GEOFABRIC j- EASEMENT I]y
TYPE 'RW1" REFER DETAIL PINNED TO SLOPE | i Bl
| log
| =
150mm COMPACTED GRAVEL ee ee ‘exrui90 |
HARDSTAND CBR15 —_-- 7 eo
EW PAD 7S LL
am MIN RL14.0 (NOM) ea °.
MAINTENANCE 5 oN
ACCESS/ EW PAD LL EXISTING SEWER TO
BIDIMA14GEOFABRIC BATTER VEG. SWALE._| _PRLI2.1 (NOM 150mmCOMPACTEDGRAVEL, = RN REMAIN UNDISTURBED
PINNED TO SLOPE 1 in 2 MAX HARDSTAND CBR15 EW PAD ~~ TEMPORARY BATTER
RL14.0 (NOM)
C ‘vin 2h MAX
=| EWPAD. — — COMPACTED SAND BACKFILL
Af _Rigd — — -RL9.70 (NOM) REFER NOTES
ao ~~
TEMPORARY BATTER
EXRLE25) ‘vin 2h MAX PROPOSED ANCHORED SHEET
-_- PROPOSED RETAINING WALL PILING TO MANUFACTURERS
COMPACTED SAND FILL TYPE 'RW1' REFER DETAIL DESIGN & CERTIFICATION.
REFER NOTES REFER NOTES
SECTION SECTION
SCALE 1100 A1 SCALE 1:10 A1
PROPOSED RETAINING WALL
TYPE 'RW1' TO BE CONSTRUCTED
PRIOR TO COMMENCEMENT OF
STAGE 4A P2
3.0m
150mm COMPACTED GRAVEL TEMP RLI70 EWER
HARDSTAND CBR15 GRAVEL ¥ EASEMENT) ) |
om MIN ACCESS ry i
MAINTENANCE _BIDIMA14 GEOFABRIC 35 450mm COMPACTED GRAVEL i ibd
ACCESS/ PINNED TO SLOPE EW PAD HARDSTAND CBR15, | | > | |
RL14.0 (NOM _—
VEG. SWALE ; RON) 7 oe EXRL18.1 | | a My
aS OO - Re
» BATTER EW PAD Mss TEMP. BATTER > | | |
a 1 RL12.1 (NOM) WOH 4 IN 2 MAX ~~ | |
a| vin 2h MAX \ 2 YO ~
~ SS ~~
CEMENT GROUT TOP 09m_._| 8 Qn 150mm COMPACTED GRAVEL TSH
" ae HARDSTAND CBR15 EW PAD .
COMPACTED SAND BACKFILL. RL14.0 (NOM)
EXRL9.0 - REFER NOTES. =
_ SECTION
PROPOSED RETAINING WALL SECTION SCALE 1:100 A1 0 20 40 ~—«60 80 10.0
TYPE 'RWG' REFER DETAIL SCALE 1-100 At —— ,
SCALE 1:100 A, 1:200 A3
NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION" AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTION PURPOSES. Design: PBL . PROJECT: DRAWING TITLE:
Drawn: PBL Brah 101 ply a Ya Ala Projects EARTHWORKS SECTIONS
FOR APPROVAL | bate: way 2015 28 Memorial Aventis. Cotton Tree PROPOSED RESIDENTIAL DEVELOPMENT STAGES 4A & 4B | sueet 1 oF 2
f PO Box 559, Cotton Tree, QLD, 4558 Revision Sheet
Checked - Tel (07) 5475 4125 Fax (07) 5479 1607 | at SERENITY CLOSE, NOOSA DRAWING No: 96 407/18/PEWO8 | 1 of 4
- | ENGINEERING : DESIGN : MANAGEMENT ail: [email protected] © This plan is Copyright. Other than for the purposes of and subject to the conditions prescribed under the
In net. 0] et, wo part of it may in any form or by any means (electronic, mechanical, micro copying, photo—
SECTOR APAROIAL Datum 7D Webs htt:iivww ata.nett for CAPE BOUVARD DEVELOPMENTS Se Pt #ya  s, o ehe  g
Rev | DATE DESCRIPTION sy | cHKD RPEQ- 4784 "Ai SHEET SIZE FLENAME -eBt07-1BPENOEPEWORGng DATE: 206118 236pm ~ XRLF's: H Approved SH, HChecied SH Council Ref: Federer te aun rofecta Ce A Hetellecusl property remains within ALTA Projects, All enquires should

 

 

 

 

 

 

 

 

 

 

 

Page 10

 

1.0m NOM

 

 

 

 

 

 

 

 

 

   
  
 

    
 

    

BIDIMA14 GEOFABRIC — gwaLE TO

    
   

    

 

    

 

 

 

7 PROPOSED RETAINING WALL PINNED TO SLOPE \ pIVERT RUNOFF TO
TYPE 'RW1' REFER DETAIL PROPOSED RETAINING WALL SEDIMENT sash 2
ee EwpaD | ee TYPE 'RW3' TO BE CONSTRUCTED |
RL14.0 (NOM) PRIOR TO START OF STAGE 4B | _—->
450mm COMPACTED GRAVEL HH ste aa 10mm COMPACTED GRAVEL
EW PAD HARDSTAND CBR15, EXRL12.5 EW PAD HARDSTAND CBR15
RL11.9 (NOM) _— RLt19 |
ee “ TEMPORARY BATTER SS
4v in 2h MAX
PROPOSED ANCHORED SHEET
PILING TO MANUFACTURERS
DESIGN & CERTIFICATION. SECTION SECTION /; \
REFER NOTES SCALE 1:10 A1 SCALE 1:100 A1
3.0m |
SEWER
EASEMENT
| >
BIDIM A14 GEOFABRIC | a
PINNED TO SLOPE 150mm COMPACTED GRAVEL | &
> SWALE TO _ewpap — — — — —HARDSTANDCBRI5\— — — |
al DIVERT RUNOFF TO EXRL150
a SEDIMENT BASIN:2! BIDIM A14 GEOFABRIC RL14.9 (NOM) ee
a )IMENT BAS ——— >
exRLIas | i a4 TT PINNED TO SLOPE EXISTING SEWER TO
__ — 150mm COMPACTED GRAVEL 150mm COMPACTED GRAVEL STAGE 4B ° REMAIN UNDISTURBED
EWPAD HARDSTAND CBR15 HARDSTAND CBR15 EWPAD
RL11.9 (NOM) \ RL11.9
TEMPORARY BATTER E . = TEMPORARY BATTER
‘vin 2h MAX ‘vin 2h MAX
SECTION SECTION
SCALE 1:10 A1 SCALE 1:100A1
0 20 4.0 6.0 8.0 10.0m
SCALE 1:100 A1, 1:200 A3
NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION" AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTION PURPOSES. Design: PBL . PROJECT: DRAWING TITLE:
Drawn: PBL Brat 101 ply td va Alta Projects EARTHWORKS SECTIONS
FOR APPROVAL | Date: wavzo16 26 Memorial Avenue, Cotton Tree PROPOSED RESIDENTIAL DEVELOPMENT STAGES 4A & 4B  sueet20F 2
f PO Box 559, Cotton Tree, QLD, 4558. Revision Sheet
Checked IE Tel (07) 5475 4125 Fax (07) 5479 1607 | at SERENITY CLOSE, NOOSA DRAWING No: 64(7/48/PEWO9 | 1 of 1
Ecker . . Email: [email protected] 3 i . os fe iti eribe e1
ENGINEERING : DESIGN : MANAGEMENT © This plon is Copyright. Other ‘han for the purposes of and subject to the conditions prescribed under the
SikecToR APPROVAL Daum a0 Web: htpiwuw altanet.au for CAPE BOUVARD DEVELOPMENTS Sara Py an nso ht,
REV | DATE DESCRIPTION By | CHKD RPEQ- 4784 ‘1 SHEET SIZE FILENAME :26107-18-PEWO8-PEWOS.cg - DATE : 228/18 - 3:36pm - XREFs: H-Approved-SH; H-Checked-SH Council Ref: Teitieded te Nk Projete oe Aa} feel propery zeman win ALTA Proecss AMV enquies should

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

Page 11

|
HABITAT PROTECTION FENCE TO BE
ERECTED PRIOR TO COMMENCEMENT
OF CLEARING WORKS PROVIDE SIGNAGE

    

PROPOSED STAGE 4A
RAPID INFILTRATION
PIT (WEST) 5 OFF @
1800dia x 2.4m DEEP
REFER DETAIL

 

 
   
     

 
   
 
 
  

   

oy rs

peer

 

   
    

   

   
 
 

 

 

 

 

   
  

PROPOSED
RAINWATER J
HARVESTING]
TANK

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   
 
  
 
 
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   
     
   
   
   
     
   
 

  
     
   
  
 
 
 
  
  
  
 

 
 
  
 

 
 
 

  

 

 

 

  
 

 

 

ALL WORKS TO BE CARRIED OUT IN STRICT
ACCORDANCE WITH APPROVED SETTLERS
COVE NOOSA RESIDENTIAL HIGH DENSITY
ENVIRONMENTAL MANAGEMENT PLAN (EMP1)
DATED 21 JULY 2005 BY WBM OCEANICS.

 

 

 

 

 

NOTE:
- REFER TO HYDRAULIC CONSULTANT'S.

DETAILS FOR ALL DOWNPIPE & STORMWATER
CONNECTIONS (PLUMBING & DRAINAGE
APPROVAL).
ALL NEW BUILDING ROOFS TO BE PIPED
TO RAINWATER HARVESTING TANKS
FOR EVENTS UP TO 10 YEAR ARI
RWH TANK OVERFLOW TO BE PIPED TO
WESTERN RIPs FOR EVENTS UP TO 10 YEAR
ARI
EASTERN AREA ROOFS AND HARD STAND TO
BE PIPED TO EASTERN RIPs FOR EVENTS UP
TO 10 YEAR ARI

 

 

 

 

 

 

ALL BASEMENT & CARPARK STORMWATER TO
AT 60m SPACINGS" ECOLOGICAL 3 jm) BE COLLECTED IN A SUMP & PUMPED TO
RESTORATION AREA - NO ACCESS & _ PROPOSED STAGE 4A \ DISCHARGE OVER A "FOX BPT600" GROSS
K / 2 PROPOSED RAPID INFILTRATION PIT \ POLLUTANT TRAP PRIOR TO CONNECTION TO.
y STAGE 4A (EAST) 1 OFF @ 1800dia R..P'S. BASEMENT & CARPARK DRAINAGE
g BUILDING aoa DETAILS TO HYDRAULIC CONSULTANT'S.
4 ee SPECIFICATIONS.
SP195871
PROPOSED STAGE 4B
RAPID INFILTRATION PIT
(EAST) 1 OFF @ 1800dia
‘x 2.4m DEEP
REFER, ee
i>
¥, LEGEND
oS " ™—~
Ny PROPOSED STORMWATER DRAINAGE
/ —™
PROPOSED VEGETATED SWALE
zo PROPOSED OVERLAND FLOW PATH
PROPOSED
RAINWATER
PROPOSED STAGE 4B HARVESTING}
RAPID INFILTRATION TANK °8.90 PROPOSED EARTHWORKS LEVEL
PIT (WEST) 3 OFF @
1800dia x 1.8m DEEP. _ CO
REFER OETA STAGE ZA A PROPOSED BASEMENT WALL
- \
BUILDING \ TTT TT TTT ~ PROPOSED TOP OF BATTER
Vv AD ORY JN Ser PROPOSED TOE OF BATTER
— <= < < PROPOSED SWALE
SP195871 —— —59— ——_ FINISHED SURFACE CONTOUR
EXISTING SURFACE CONTOUR
— — —E— — —_ EXISTING ELECTRICAL RETICULATION
—— —T———_ EXISTING TELSTRA RETICULATION
— — —D— — — _ EXISTING STORMWATER DRAINAGE
J LOT 9 — — —W— — — _ EXISTING WATER RETICULATION
3 SP195871 —— —s—— —_ EXISTING SEWER RETICULATION
HABITAT PROTECTION FENCE TO BE » s
ERECTED PRIOR TO COMMENCEMENT 0 4 8 12 16 20m
OF CLEARING WORKS PROVIDE SIGNAGE
AT 50m SPACINGS * ECOLOGICAL XS Ct
RESTORATION AREA - NO ACCESS SCALE 1:200 At, 1:40 A3
NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION" AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTION PURPOSES. Design: PBL Brah 101 pty Itd Ua Alta Projects PROJECT: DRAWING TITLE:
Drawn: PBL STORMWATER MANAGEMENT PLAN
A.B.N. 91 611 354 511
Dale: HAY 201 ABN o1eriase5i1 == | PROPOSED RESIDENTIAL DEVELOPMENT STAGE 4A & 4B
PO Box 559, Cotton Tree, QLD, 4558
Checked - Tel (07) 5475 4125 Fax (07) 5479 1607 | at SERENITY CLOSE, NOOSA DRAWING No:
ecker

 

 

 

 

 

 

 

 

 

 

ENGINEERING : DESIGN : MANAGEMENT Email: [email protected]

 

Revision Sheet
1 of 1

A6107/18/PSMP01

 

 

 

 

 

 

© Ts plan Ws Copyright, Other an for the purposes of and wabject to the conditions prescribed under the
Web: http://www.alta.net.au Copyright Set, no port of e may in any form or by any imeons (electrons, mechani, eto copying photo=
sikecron appv, Datum AND for CAPE BOUVARD DEVELOPMENTS CR anda car) oo rMet tre ate Ride ats tate ket es

ReEQ- 4784 daten permission of ALTA Projects, Al intellectual property remains within ALTA Projects, all enquiries should
REV DATE DESCRIPTION BY CHKD ~ A‘ SHEET SIZE FILENAME : @6107-18-PSMPO1 .dwg - DATE : 22/6/18 - 3:59pm - XREF's: a6107-X-BASE; a6107-X-SURVEY; 26107-X-ARCH landscape; a6107-X-ARCH; H-Approved-SH; H-Cheflted-SH Council Ref: be directed to ALTA Projects.

 

 

Page 12

| 03m.

6.0m

 

PROPERTY BOUNDARY

EMERGENCY OVERFLOW
(CEMENT GROUT)

EXRL8.0

ex STING SURFACE —

 

PROPOSED RETAINING WALL
TYPE RW3. TO BE CONSTRUCTED
A PART OF STAGE 4A P1

WEIR RL8.70

   
 
  
  
 

900sq TYPE B GALVANISED

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

TOW RL9.0
GRATE FIX WITH 2/M12 SIS
BOLTS oe
fp et at siss0
7 oe 3
" J CONVERTOR SLAB & RISER TO
a MANUFACTURERS SPEC.
a
1800 DIA RCP (2)
3
g

REMOVABLE BIDIM A14 3000 HDPE BALANCE PIPE

GEOFABRIC FILTER Lj

WEIGHT WITH ROCK

SPALLS
s {fe

g
lOO ___ IOs _ aod 56

3
8

 

 

 

CLEAN COARSE SAND FILTER

  

75mm BASALT ROCKSPALLS
WRAPPED IN BIDIM A14
GEOFABRIC

RAPID INFILTRATION PIT
4A (WEST) 5 OFF

6.0m

 

 

PROPERTY BOUNDARY

EMERGENCY OVERFLOW
(CEMENT GROUT)

EXRLB.0
ce

EXISTING SURFACE

PROPOSED RETAINING WALL

TYPE RW3. TO BE CONSTRUCTED
APART OF STAGE 4A P1.

 
 
  
 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

     

   

RL9.0 —
TOW RL9.0 900sq TYPE B GALVANISED _ _
GRATE FIX WITH 2/M12 S/S oo
BOLTS. _-
WEIR RL8.70 auie |
—— Isl gpt't.s0 1
Sy 2
HTT 100. 2
ES CONVERTOR SLAB & RISER TO
a MANUFACTURERS SPEC.
S 1800 DIA RCP (2)
a
g
Z|
“ REMOVABLE BIDIM A14 3002 HOPE BALANCE PIPE
GEOFABRIC FILTER. Jee
WEIGHT WITH ROCK
SPALLS.
e| po NV
_ ~od
2
CLEAN COARSE SAND FILTER 75mm BASALT ROCKSPALLS
WRAPPED IN BIDIM A14
GEOFABRIC
RAPID INFILTRATION PIT
4B (WEST) 3 OFF
0 04 08 1.2 16 2.0m

Ait

SCALE 1:20 A1, 1:40 A3

 

NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION" AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTION PURPOSES.

 

 

 

Rev | DATE DESCRIPTION

 

 

 

BY

CHKD

 

 

 

DIRECTOR APPROVAL
RPEQ- 4784

    

 

Design: PBL
Drawn: PBL
Date: MAY 2016
Checked - | ENGINEERING :; DESIGN : MANAGEMENT
Datum AHD

Brah 101 pty Itd t/a Alta Projects
ABN. 91 611 354511

26 Memorial Avenue, Cotton Tree

PO Box 559, Cotton Tree, QLD, 4558
Tel (07) 5475 4125 Fax (07) 5479 1607
Email: [email protected]

Web: http://www.alta.net.au

 

 

A‘ SHEET SIZE

FILENAME : 96107-18-PSMP02.dug -DATE: 2216/18-4:00om - XREF': H-Approved-SH; H-Checked-SH

 

 

PROJECT:

PROPOSED RESIDENTIAL DEVELOPMENT STAGE 4A & 4B

at SERENITY CLOSE, NOOSA
for CAPE BOUVARD DEVELOPMENTS

DRAWING TITLE:
STORMWATER MANAGEMENT PLAN DETAILS
SHEET 1 OF 2

 

 

 

Council Ref:

 

DRAWING N Revision Sheet
Jo:
A6107/18/PSMP02 1 of 2
© This plan is Copyright. Other then for the purposes of end sulject to ke conditions prescribed under Ae
Copyright Act, ao part of it may in any form or by any means (electronic, anechanieal, mycro copying, photo

copsing, recording or otherwise) be reproduced, stored in a retrieval system or transmitted without the prior
wnitten permission of ALTA Projects. all intellectual property remains within ALTA Projects, all enquiries should
be directed to ALTA Projects.

 

 

Page 13

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

      

 

 

 

900sq TYPE B GALVANISED 900sq TYPE B GALVANISED
GRATE FIX WITH 2/M12 S/S GRATE FIX WITH 2/M12 S/S
BOLTS. BOLTS.
RL17.0 (NOM) RL14.9 (NOM)
v Vv
L I ill I
— || [f00 S| foo 8
s 3
CONVERTOR SLAB & RISER TO
MANUFACTURERS SPEC.
1800 DIA RCP (2)
g REMOVABLE BIDIM A14
= GEOFABRIC FILTER
WEIGHT WITH ROCK 1800 DIA RCP (2)
SPALLS, e
3 g
s i: aq
bo IO _* cod
REMOVABLE BIDIM A14
e GEOFABRIC FILTER.
8 WEIGHT WITH ROCK
SPALLS
s
CLEAN COARSE SAND FILTER' 75mm BASALT ROCKSPALLS bo — komen 4 |
WRAPPED IN BIDIM A14 : = :
GEOFABRIC \ s
s
RAPID INFILTRATION PIT
4A (EAST) 1 OFF CLEAN COARSE SAND FILTER 75mm BASALT ROCKSPALLS

WRAPPED IN BIDIM A14
GEOFABRIC

RAPID INFILTRATION PIT
4B (EAST) 1 OFF

CONVERTOR SLAB & RISER TO
MANUFACTURERS SPEC.

NOTES:

ALL RAPID INFILTRATION PITS TO BE LOCATED IN AREAS WITH 3m MINIMUM
DEPTH OF AOLEAN (DUNE) SAND.

LOCATION TO BE DETERMINED BY FURTHER GEOTECHNICAL TESTING AT
OPERATIONAL WORKS APPLICATION STAGE.

0 04 08 1.2 16 2.0m

Ait

SCALE 1:20 A1, 1:40 A3

 

NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION" AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTION PURPOSES.

 

DIRECTOR APPROVAL

 

 

Rev | DATE DESCRIPTION BY | CHKD RPEQ- 4784

 

 

 

 

 

Design: PBL
Drawn: PBL
Date: MAY 2016

Checked

  

|ALTA

ENGINEERING : DESIGN : MANAGEMENT

 

 

Datum _AHD

Brah 101 pty Itd t/a Alta Projects
ABN. 91 611 354511

26 Memorial Avenue, Cotton Tree

PO Box 559, Cotton Tree, QLD, 4558
Tel (07) 5475 4125 Fax (07) 5479 1607
Email: [email protected]

Web: http://www.alta.net.au

 

 

A‘ SHEET SIZE

 

FILENAME :96107-18-PSMP03.dug -DATE: 2216/18-4:00om - XREF': H-Approved-SH; H-Checked-SH

 

PROJECT:

DRAWING TITLE:
STORMWATER MANAGEMENT PLAN DETAILS

PROPOSED RESIDENTIAL DEVELOPMENT STAGE 4A &4B | gueer2oF2

at SERENITY CLOSE, NOOSA
for CAPE BOUVARD DEVELOPMENTS

 

 

 

DRAWING N Revision Sheet
Jo:
A6107/18/PSMP03 2 of 2
© This plan is Copyright. Other then for the purposes of end subject to fhe conditions prescribed wnder Ae
Copyright Act, ao part of it may in any form or by any means (electronic, anechanieal, mycro copying, photo

 

Council Ref: de directed to ALTA Projects.

 

copsing, recording or otherwise) be reproduced, stored in a retrieval system or transmitted without the prior
wnitten permission of ALTA Projects. all intellectual property remains within ALTA Projects, all enquiries should

 

Page 14

$P195871\\ -

ow,

yo.
as

al
\

  

 

 

SP195871

   

 
 

   
 

SEDIMENT & EROSION CONTROL NOTES

 

1

np

ALL SEDIMENT & EROSION CONTROL DEVICES ARE TO BE INSTALLED IN
ACCORDANCE WITH THE | E AUST SOIL EROSION & SEDIMENT CONTROL MANUAL,
AS DETAILED ON THIS PLAN, OR AS REQUIRED FOR COMPLIANCE WITH THE
REQUIREMENTS OF THE ENVIRONMENTAL MANAGEMENT PLAN:

THE CONTRACTOR IS RESPONSIBLE FOR ENSURING SEDIMENT & EROSION
CONTROL DEVICES ARE INSPECTED & MAINTAINED AS FOLLOWS:
(A) DURING CONSTRUCTION

(i) DAILY DURING DRY WEATHER

(i) PRIOR TO PREDICTED STORM EVENTS

(ii) TWICE DAILY DURING PROLONGED RAIN

(iv) DURING AND AFTER MAJOR STORM EVENTS
(B) DURING DEFECTS LIABILITY PERIOD

(i) WEEKLY DURING DRY WEATHER

(i) PRIOR TO PREDICTED STORM EVENTS

(iii) TWICE WEEKLY DURING PROLONGED RAIN

(iv) DURING AND AFTER MAJOR STORM EVENTS

THE CONTRACTOR IS TO CONSTRUCT AN ENTRY/EXIT SEDIMENT TRAP AS
DETAILED PRIOR TO THE COMMENCEMENT OF ANY EARTHWORKS.

ALL STOCKPILES TO BE TEMPORARILY GRASSED & GRADED TO ENSURE CONTROL
OF RUNOFF. ALTERNATIVELY, SEDIMENT FENCES TO THE DOWNSTREAM FACE OF
STOCKPILES ARE TO BE INSTALLED, WITH CUT-OFF DRAINS UPSTREAM.

ROUGHEN ALL SURFACES PRIOR TO TOPSOIL PLACEMENT. ROUGHENING TO
CONSIST OF LATERAL (90° TO SLOPE) GROOVES 100mm DEEP AT 2m MAX.
SPACINGS

ALL EXPOSED SURFACES, ONCE COMPLETED SHALL BE IMMEDIATELY STABILISED
TO PREVENT EROSION. ROUGHEN SURFACE BY FORMING LATERAL GROOVES
50mm DEEP AT 1m MAX. SPACINGS AND 5m MAX. LENGTHS.

SEDIMENT & EROSION CONTROL DEVICES (OTHER THAN THOSE ALREADY SHOWN)
TO BE INSTALLED WHERE NECESSARY & AS DIRECTED ON SITE BY THE
SUPERINTENDENT.

SEDIMENT & EROSION CONTROL DEVICES ON THIS PLAN ARE INDICATIVE ONLY. IT
IS THE RESPONSIBILITY OF THE SITE MANAGER TO ENSURE THAT THE INTENT OF
THIS PLAN AND THE ENVIRONMENTAL MANAGEMENT PLAN ARE COMPLIED WITH

EROSION AND SEDIMENT CONTROL DEVICES/STRATEGIES TO BE COMPLETED
PRIOR TO DISTURBANCE OF THE SITE, AND SHALL REMAIN IN PLACE UNTIL
PERMANENT WORKS ARE COMPLETE AND CATCHMENT VEGETATION IS
ESTABLISHED (75% GRASS COVER MINIMUM)

. AREAS OF WORKS THAT REQUIRE DISTURBANCE OF SOIL SHALL BE KEPT TO A

MINIMUM TO LIMIT THE EXPOSURE OF SOIL TO RAIN-DROP IMPACT AND OTHER
FORMS OF WIND/STORMWATER EROSION.

. ALL WORK IS TO BE COMPLETED IN ACCORDANCE WITH ALTA PROJECTS

STANDARD SPECIFICATION.

 

ALL WORKS TO BE CARRIED OUT IN STRICT
ACCORDANCE WITH APPROVED SETTLERS
COVE NOOSA RESIDENTIAL HIGH DENSITY
ENVIRONMENTAL MANAGEMENT PLAN (EMP‘)
DATED 21 JULY 2005 BY WBM OCEANICS.

 

 

 

0 4 8 12 16 20m

SCALE 1:200 A1, 1:400 A3

 

NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION" AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTION PURPOSES.

 

 

 

REV

 

DATE

 

DESCRIPTION

BY

 

 

CHKD

 

 

DIRECTOR APPROVAL
RPEQ- 4784

Design: PBL
Drawn: PBL
Date: MAY 2016

Checked

 

 

Datum _AHD

Brah 101 pty Itd t/a Alta Projects
ABN. 91 611 354511

26 Memorial Avenue, Cotton Tree

PO Box 559, Cotton Tree, QLD, 4558
Tel (07) 5475 4125 Fax (07) 5479 1607

ENGINEERING : DESIGN : MANAGEMENT Email: [email protected]
Web: http://www.alta.net.au

PROJECT:

DRAWING TITLE:
EROSION AND SEDIMENT CONTROL

PROPOSED RESIDENTIAL DEVELOPMENT STAGES 4A & 4B | oycRALL LAYOUT PLAN AND NOTES

 

 

 

A‘ SHEET SIZE

 

FILENAME : 26107-18-PESCOt STGAA.dug -DATE : 22118-3280 - XREF:aB107-XBASE; a6107-X-SURVEY: a6107-X-ARCH landscape; aB1O7-XARCH; H-Approved SH

 

at SERENITY COURT, NOOSA

 

Revision Sheet
1 of 1

DRAWING No: 46107/18/PESCO1

 

for CAPE BOUVARD DEVELOPMENTS

 

-Checked-SH Council Ref:

© This plan is Copyright. Other than for the purposes of and subject to the conditions prescribed wander the
Copyright Act, no part of it may in any form or by any means (electronic, mechanical, micro copying, photo
copsing, recording or otherwise) be reproduced, stored in a retrieval system or transmitted without the prior
wnitten permission of ALTA Projects. all intellectual property remains within ALTA Projects, all enquiries should
be directed to ALTA Projects.

 

 

Page 15

PROPOSED SEDIMENT BASIN ‘1’.

REFER DETAIL

HABITAT PROTECTION FENCE TO BE
ERECTED PRIOR TO COMMENCEMENT

ROCK DAM @ 30m CTS.
REFER DETAIL DRG ESC03

_
EXISTING TREE TO BE RETAINED.
PROVIDE EXCLUSION ZONE
BARRIERS IN ACCORDANCE WITH
ARBORISTS REPORT (TYP)

 

 

 

  

 

EARTHWORKS PAD
LEVEL RL16.9 (NOM)

 

 

 

 
   
   
  
  
  

  
  
 
 
 

TEMPORARY SITE
CONSTRUCTION
ENTRY/EXIT

REFER DETAIL PESC04

PROPOSED SEDIMENT BASIN AREAS

LEGEND
10mm COMPACTED GRAVEL
HARDSTAND CBR15
eee 150mm CBR15 TEMPORARY PAVEMENT
Ly BIDIM A14 GEOFABRIC PINNED TO

TEMP. BATTERS AS INDICATED
(AS DIRECTED)

* 8.90 PROPOSED EARTHWORKS LEVEL

=m mm mm me mn mn ©=©PROPOSED SHEET PILING

TTT TTT PROPOSED TOP OF BATTER

--- CT PROPOSED TOE OF BATTER

— <— < <— PROPOSED SWALE

-—-~--59——~-— FINISHED SURFACE CONTOUR
EXISTING SURFACE CONTOUR

EXISTING ELECTRICAL RETICULATION
EXISTING TELSTRA RETICULATION
EXISTING STORMWATER DRAINAGE
EXISTING WATER RETICULATION
EXISTING SEWER RETICULATION

PROPOSED SILT FENCE (INCLUDING 2.0m

OF CLEARING WORKS PROVIDE SIGNAGE
AT 50m SPACINGS " ECOLOGICAL WINGS AT 5.0m CENTRES)
RESTORATION AREA - NO ACCESS
ROCK DAM @ 30m CTS.
REFER DETAIL DRG ES02

  
  

PROPOSED 0.6m HIGH BERM TO
DIVERT SURFACE RUNOFF TO
SEDIMENT BASIN '1'

   

 

ALL BATTER GRADIENTS
TO BE CONFIRMED BY

GEOTECHNICAL
ENGINEER'S REPORT

 

 

ALL WORKS TO BE CARRIED OUT IN STRICT
ACCORDANCE WITH APPROVED SETTLERS
COVE NOOSA RESIDENTIAL HIGH DENSITY
ENVIRONMENTAL MANAGEMENT PLAN (EMP‘)
DATED 21 JULY 2005 BY WBM OCEANICS.

 

 

 

  
  

ROCK DAM @ 30m CTS.
REFER DETAIL DRG ESC03

 

HABITAT PROTECTION FENCE TO BE
ERECTED PRIOR TO COMMENCEMENT
OF CLEARING WORKS PROVIDE SIGNAGE
AT 50m SPACINGS " ECOLOGICAL
RESTORATION AREA - NO ACCESS.

  

PROPOSED SEDIMENT BASIN '2’-
REFER DETAIL

\ 0 4 8 12 16 20m

SCALE 1:200 At, 1:400 A3.

 

NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION" AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTION PURPOSES. ] Design: PBL PROJECT: DRAWING TITLE:

 

 

 

 

Drawn. Brah 101 pty Itd Va Alta Projects EROSION AND SEDIMENT CONTROL PLAN
Date: Way 2016 ABN ot 61154511 | PROPOSED RESIDENTIAL DEVELOPMENT STAGE 44 &4B | stace4a
. Tal (07) 8475 4128 Fax (07) 6479 1607 | at SERENITY CLOSE, NOOSA DRAWING No: 46407/18/PESCO2 “ven | tot

‘hecke is
Checked ENGINEERING : DESIGN : MANAGEMENT EMail: [email protected] © This plan Be Copyright, Other than for the purposes of and subject to the conditions prescribed under the

DIRECTOR APPROVAL Datum _AHD Web: http://www alta.net.au for CAPE BOUVARD DEVELOPMENTS

REV | DATE DESCRIPTION By | CHKD RPEQ- 4784 ‘1 SHEET SIZE FILENAME :26107-18-PESCO2 STG4A.dug- DATE : 221618 -3:4dom - XREF's:@6107-X-BASE; a6107-X-SURVEY; 36107-XARCH landscape; 26107 X-ARCH; H-Approved-SH:]E-Checked-SH

 

Copyright Act, no part of it may in any form or by any means (electronic, mechanical, micro copying, photo~
copsing, recording or otherwise) be reproduced, stored in a retrieval system or transmitted without the prior

soften yemision of AU Proects AIF inellectual property remates within AXE Project al gues should
Council Ref Ter dizected fo ALTA Projects rer : "

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Page 16

   

x
Sy
SKS

    
 

6
sere

        

60
SO
SO

SO

   
  

<
KO
Se
Se

XO

     
   
    

S
SSS
x

x

SSS
SSO
S

x

      

<S

<>
i
>
oS

  

os

        
  
 

      

 

EARTHWORKS PAD
LEVEL RL14.9 (NOM)

ZF 7

 

   

Pe TEMPORARY SITE
CONSTRUCTION
ENTRY/EXIT

REFER DETAIL PESC04

     
   
 

 

  
 
 

SEDIMENT BASIN ‘2’.
REFER DETAIL

  

ALL STAGE-8 SURFACE RUNOFF
TO BE DIVERTED-TOQ SEDIMENT
BASIN '2'. (BASIN CONSTRUCTED
AS PART OF STAGE 4A WORKS)

      
   
  
 
    

PROPOSED SEDIMENT BASIN AREAS

150mm COMPACTED GRAVEL
HARDSTAND CBR15

ea 150mm CBR15 TEMPORARY PAVEMENT

BIDIM A14 GEOFABRIC PINNED TO
TEMP. BATTERS AS INDICATED
(AS DIRECTED)

° 8.90 PROPOSED EARTHWORKS LEVEL
=m mm mm me mm mm =©PROPOSED SHEET PILING

PROPOSED TOP OF BATTER
PROPOSED TOE OF BATTER
PROPOSED SWALE

FINISHED SURFACE CONTOUR
EXISTING SURFACE CONTOUR

 

 

——__ EXISTING ELECTRICAL RETICULATION

— — —T— — — _ EXISTING TELSTRA RETICULATION
— — —D— — — _ EXISTING STORMWATER DRAINAGE
— — —W— — — _ EXISTING WATER RETICULATION
— — —S— — — _ EXISTING SEWER RETICULATION
—X——X— _ PROPOSED SILT FENCE (INCLUDING 2.0m
WINGS AT 5.0m CENTRES)
ROCK DAM @ 30m CTS.
REFER DETAIL DRG ES02

 

ALL WORKS TO BE CARRIED OUT IN STRICT
ACCORDANCE WITH APPROVED SETTLERS
COVE NOOSA RESIDENTIAL HIGH DENSITY
ENVIRONMENTAL MANAGEMENT PLAN (EMP‘)
DATED 21 JULY 2005 BY WBM OCEANICS.

 

 

 

 

 

“ ALL BATTER GRADIENTS
ee TO BE CONFIRMED BY
Z GEOTECHNICAL
ee ENGINEER'S REPORT
PROPOSED SWALE TO DIVERT SURFACE —_
RUNOFF TO SEDIMENT BASIN '2'. REFER
DETAIL
TEMPORARY 6m WIDE
CONSTRUCTION ACCESS
HABITAT PROTECTION FENCE TO BE
ERECTED PRIOR TO COMMENCEMENT
OF CLEARING WORKS PROVIDE SIGNAGE.
‘AT 50m SPACINGS " ECOLOGICAL
RESTORATION AREA - NO ACCESS
0 4 8 12 16 20m
SCALE 1:200 A1, 1:400 A3
NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION” AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTION PURPOSES. Design: PBL PROJECT: DRAWING TITLE:

 

Checked

 

ENGINEERING : DESIGN : MANAGEMENT mail: [email protected]

Web; hitp:/www alta.net.au for CAPE BOUVARD DEVELOPMENTS

 

 

DIRECTOR APPROVAL Datum _AHD

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Drawn. Brah 101 ply Itd Va Alta Projects EROSION AND SEDIMENT CONTROL PLAN
Date: wav ABN 91811354 511 see | PROPOSED RESIDENTIAL DEVELOPMENT STAGES 4A & 4B | stace ap
. Tal (07) 8475 4128 Fax (07) 6479 1607 | at SERENITY CLOSE, NOOSA DRAWING No: 96407/18/PESCO3 “ven | tot

© This plan is Copyright. Other than for the purposes of and subject to the conditions prescribed wander the
Copyright Act, no part of it may in any form or by any means (electronic, mechanical, micro copying, photo
copsing, recording or otherwise) be reproduced, stored in a retrieval system or transmitted without the prior

vliten permission of ALTA Projects, All intellectual property remains within ALTA Projects. al enquiries should
REV | DATE DESCRIPTION By | CHKD RPEQ- 4784 ‘1 SHEET SIZE FILENAME :26107-18-PESCO3 STG4B.dug - DATE : 221618 - 3:27am - XREF's:@6107-X-BASE; a6107-X-SURVEY; 36107-X-ARCH landscape; a6107-X-ARCH; H-Approved-SH:JE-Checked-SH Council Ref: Te digected to ALTA Projects, pep i: "

 

 

 

Page 17

KERB & CHANNEL

EROSION & SEDIMENT CONTROL MANAGEMENT PLAN

 

 

Objective / Target

Comply with all statutory regulations and maintain the during earthworks
construction. Comply with the Major Erosion and Sediment Control Plan
by ALTA PROJECTS to control erosion and sediment flows.

Refer Best Practice Erosion and
Sediment Control Manual - Section
5 checklist

 

Management Strategy

Site foreman to identify and check direction of stormwater flows as
shown on plan. Provide barriers and other measures shown on plan and
within council guidelines to prevent stormwater flows over
embankments and minimise sediments into gully pits.

Utilise B.P.& S.C. Manual
Inspection Form Section 7

 

Task / Actions

Implement and maintain control measures identified on the Erosion and
Sediment Control Plans.

Utilise Section 7 - B.P.& S.C.
Manual checklist

 

Performance Indicators

Site foreman to check for erosion and sediment flows at the base of
embankments after rain. Check that all sediment fences and check
dams are working correctly during rain events.

Utilise Section 7 - B.P.& S.C.
Manual checklist

 

Frequency / Deadline

Inspection of all control structures shall be undertaken prior to expected
rainfall events and at least twice weekly. All minor structures such as
windrows, sediment fences etc, shall be inspected at the completion of
each day.

Refer drawing ESC01 for
frequency

 

Responsible Person /

The implementation of the Major Erosion and Sediment Control Plan is

Refer Erosion and Sediment

 

Organisation the responsibility of the Principal Contractor. Control Plan Section 6.0
Principal contractor to provide a monthly copy of record sheets .
Reporting / Review identifying test results for water quality testing. Site workman to advise Refer Erosion and Sediment

foreman if they notice any barrier needing repair.

Control Plan Section 6.0

 

 

Corrective Actions

 

Should inspection reveal deficiencies, the Contractor shall report issues
to Supervising Engineer.

NCR form to be utilised refer
Section 7 - B.P.& S.C. Manual

 

 

 

 

 

NOTE: A SAFE STORAGE LOCATION FOR FUELS AND OILS SHALL BE PROVIDED IN ACCORDANCE WITH AS1940 “THE STORAGE
AND HANDLING OF COMBUSTIBLE LIQUIDS”. THIS AREA SHALL BE BUNDED IN COMPLIANCE WITH THE STANDARD AND RELEVANT

REQUIREMENTS OF AUTHORITIES

 

 

TYPICAL LIP-IN-LINE
GULLY PIT

  
    
   
 

 

PROVIDE GEOTEXTILE
FABRIC WRAP OVER GRATE

 

 

 

 

 

 

 

 

 

 

 

SILT FENCE BY SEDIMENT FENCE ,__LENGTH AS REQUIRED
GEOFABRICS BY GEOFABRICS | 8 2
Pe
NSL NSL NSL.
200 MIN | 200 MIN
SECTION POSTS AT 3m CENTRES WITH WIRE J

MESH BACKING or 2m WITHOUT. ALL
POSTS DRIVEN 600mm INTO GROUND.

PERIMETER SILT FENCE
SCALE 1:50
SEDIMENT FENCES SHALL BE CONSTRUCTED WITH RETURNS AT
INTERVALS IN ACCORDANCE WITH "IECA BEST PRACTICE EROSION
CONTROL MANUAL" AND MAXIMUM 20m SPACINGS FOR FENCES.
ALONG CONTOURS AND 10m FOR ON-GRADE.

"BIDIM A34" BY GEOFABRICS OR APROVED

  

GRATED INLET
PIT IN ROADWAY

ELEVATION

EQUIVALENT. INSTALLED AS SHOWN

 

 

 

 

 

 

 

 

 

 

 

 

 

PLAN

ALLOTMENT PIT PROTECTION DETAIL

 

SCALE 1:20

Construction Site

=
ad
Geotextile fabric,

Bidum U34 or wea

  
    

Cattle grid 3.0m NOM width
set 300mm above ground

NOTE:

Contractor to provide a wash
down facilty in conjunction
with the proposed cattle grid.

 

W

 

 

 

1.5m 4.5m

 

 

 

     

3MAX =

BIDIM A14 GEOFABRIC
1 1
TYPICAL SWALE DETAIL
NTS
ENTIRE VERGE TO
BE TURFED

 

TURF VERGE DETAIL

SCALE: 1:50

ROCK CHECK DAMS SHALL BE LOCATED IN ALL CUT OFF DRAINS IN
ACCORDANCE WITH IEAC STANDARD DRAWING RCD -01

FORM U-SHAPED CREST TO

ENSURE OVER TOPPING AT
600mm , CENTRE OF DAM
150mm wn
_ 2
DIRECTION OF FLOW ! 0.3m-0.5m

  
 
 

150mm ROCK SPALLS EMBED 200mm

 

 

CRUSHED ROCK ee, GEOTEXTLE INTO GROUND

GEOTEXTILE TUBE

PROVIDE SAND FILLED 1008 ROCK CHECK DAM

SLOTTED AG DRAIN, CONSTRUCTION EXIT SCALE 1:50

WRAPPED IN GEOFABRIC, or OTT

4 APPROVED EQUIVALENT,
TO FRONT OF CHAMBER
INLET PIT PROTECTION DETAIL (IP)
SCALE 1:20
NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION’ AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTION PURPOSES. J Design: PBL PROJECT: EROSION AND SEDIMENT CONTROL DETAILS

Drawn:
Date: PROPOSED RESIDENTIAL DEVELOPMENT STAGES 4A & 4B

Checked

 

  

 

 

DIRECTOR APPROVAL

 

 

REV

 

DATE

 

DESCRIPTION

Datum _AHD

 

PAL Brah 101 pty Itd t/a Alta Projects
A.B.N. 91 611 354 511
MAY 2016 , 26 Memorial Avenue, Cotton Tree
{ PO Box 559, Cotton Tree, QLD, 4558
a Tel (07) 5475 4125 Fax (07) 5479 1607

ENGINEERING : DESIGN : MANAGEMENT Email: [email protected]

Web: hitp:/www.alta.net.au

at SERENITY CLOSE, NOOSA

 

 

for CAPE BOUVARD DEVELOPMENTS

 

sy | cHKD RPEQ- 4784

 

 

 

 

A‘ SHEET SIZE

 

FILENAME :96107-18-PESCO4 - DETAILS PLAN.Gug -DATE : 221/18-3:289m - XREF': HAosroved-SH; H-Chected SH

 

 

Council Ref:

DRAWING N Revision Sheet
Jo: '
A6107/18/PESC04 1 of
© This plan is Copyright. Other then for the purposes of end subject to fhe conditions prescribed under Ae
Copyright Act, ao part of it may in any form or by any means (electronic, anechanieal, mycro copying, photo

copsing, recording or otherwise) be reproduced, stored in a retrieval system or transmitted without the prior
wnitten permission of ALTA Projects. all intellectual property remains within ALTA Projects, all enquiries should
be directed to ALTA Projects.

 

 

Page 18

6.0m

 

 

 

 

 

 

    

 

 

 

 

 

 

 

 

 

   
  
  

 

 

  

 

 

 

 

zl
oe
<
Z|
3 TEMPORARY EROSION
3 AND SEDIMENT Le"
CEMENT GROUTROCKWORK CONTROL STORAGE ~
FULL LENGTH OF EMERGENCY 5 - :
OVERFLOW WEIR ——_El_ vn 0 RL8O,
IRRLB -
6m WIDE EMERGENCY ——}— Gee Z
OVERFLOW WEIRWER = exrigg U2 -———teworary 1H2v ax
RERCE. — J Lp BATTER LINED WITH
exIsTINs SURE OW BIDIM A14 GEOFABRIC
ay )\ stace 4a raPio
PROPOSED RETAINING |! INFILTRATION PITS
WALL TYPE RWS _ (WEST). REFER DETAIL
REFER DETAIL
SEDIMENT BASIN "1" TYPICAL DETAIL
6.0m
&
=
Z|
3 TEMPORARY EROSION
3) AND SEDIMENT
E CONTROL STORAGE
i -
CEMENT GROUT ROCKWORK S EW PAD ——
FULL LENGTH OF EMERGENCY RUD ONOM oe f
OVERFLOW WEIR | TOWRL12.00 NOM __ — -
EIRRIA170| pi 4460 -
6m WIDE EMERGENCY} —
OVERFLOW WEIRWEIR TEMPORARY 1H:2V MAX
| f BATTER LINED WITH
eACE EXRLI10) _- — 7 } BIDIM A14 GEOFABRIC
EXISTING SURE — f
PROPOSED RETAINING P\ stace 48 RAPID
WALL TYPE RW3 INFILTRATION PITS

 

 

 

 

 

 

REFER DETAIL (WEST). REFER DETAIL

  

SECTION
SCALE 1:50 A1

SEDIMENT BASIN '2' TYPICAL DETAIL

0 1.0 2.0 3.0 4.0 5.0m

|

SCALE 1:50 A1, 1:100 A3

 

 

 

 

Checked

 

 

NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION" AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTION PURPOSES. ] Design: PBL Brah 101 ply td fa Alta Projects PROJECT: EROSION AND SEDIMENT CONTROL SECTIONS
Drawn: PBL
Date: ay 2096 ABN o1eria5e5i1 == | PROPOSED RESIDENTIAL DEVELOPMENT STAGES 4A & 4B
Fo tn savoatse ax or) 379 1607] at SERENITY CLOSE, NOOSA DRAWING NO: _Ag107M@/PESCOS were

 

 

REV

 

DATE

 

DESCRIPTION

 

BY

 

CHKD

 

 

DIRECTOR APPROVAL

RPEQ- 4784

 

ENGINEERING : DESIGN : MANAGEMENT

 

Datum _AHD

Email: [email protected]
Web: http://www.alta.net.au

 

 

A‘ SHEET SIZE

 

FILENAME :26107-18-PESCOS - SED BASIN SECTIONS 2g DATE: 221618 - 3:29pm - XREFS: H-Aporoved SH; H-Checked-SH

 

for CAPE BOUVARD DEVELOPMENTS

 

Council Ref:

© This plan is Copyright. Other than for the purposes of and subject to the conditions prescribed wander the
Copyright Act, no part of it may in any form or by any means (electronic, mechanical, micro copying, photo
copsing, recording or otherwise) be reproduced, stored in a retrieval system or transmitted without the prior
wnitten permission of ALTA Projects. all intellectual property remains within ALTA Projects, all enquiries should
be directed to ALTA Projects.