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Approved Plans OPW18/0155
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- NOOSA COUNCIL APPROVED PLAN OPW18/0155 19 SEP 2018 [OCR of page images] 1 ( 6STAGE 4B ; S ‘ y > Par Jy > LOT 9 of SP195871 AN OVERALL LOCALITY PLAN SITE PREPARATION NOTES: e FOLLOWING BULK EXCAVATION AN APPROVED CBR15 MATERIAL SHALL BE IMPORTED TO CONSTRUCT A WORKING PLATFORM A MINIMUM OF 150mm THICK. PLATFORM TO. BE COMPACTED TO 98% MOD (STD) AS1289 E1.1 ¢ THE PLATFORM SHALL BE ROLLED WITH A 15 TONNE ROLLER AND FLOODED USING 75mm DIAMETER FIRE HOSE & SPEAR. ANY LOOSE SUBGRADE SHALL BE EXCAVATED AND REPLACED WITH MATERIAL THAT WILL COMPACT TO AT LEAST THE STANDARD BELOW. e FILL FOR BENEATH THE SLAB SHALL BE CLEAN WHITE NATURAL SAND, FREE OF ANY ORGANIC MATTER OR ANY MATERIAL THAT WILL NOT FORMA STABLE FILL. ¢ PLACED IN 200mm MAX LAYERS AND COMPACTED IN CASE OF COHESIVE MATERIAL TO A DRY DENSITY RATIO OF 98% OF THE MAX DRY DENSITY AS DETERMINED BY TESTS E2.1 OF AS1289 IN CASE OF COHESIONLESS MATERIAL TO A DENSITY INDEX OF 75% AS DETERMINED BY TESTS E6.1 OF AS1289. e ALL EXCAVATIONS TO BE BATTERED BACK AT THE MATERIAL'S ANGLE OF REPOSE AS DETERMINED BY GEOTECHNICAL ENGINEER OR SHORED VIA SHEET PILING OR OTHER APPROVED METHODS. ¢ SUBGRADE DENSITY TO BE VERIFIED BY DCP TESTING TO ENGINEERS DIRECTION PRIOR TO FOOTING CONSTRUCTION. EARTHWORKS NOTES: 1. THE CONTRACTOR SHALL IMPLEMENT THE SEDIMENT CONTROL MEASURES DETAILED. ALL PERIMETER CONTROL MEASURES SHALL BE INSTALLED PRIOR TO DISTURBANCE OF THE SITE. 2. THE CONTRACTOR IS TO ALLOW FOR STRIPPING AND STOCKPILING TOPSOIL FOR FUTURE USE. REFER SEDIMENT AND EROSION CONTROL NOTES FOR TREATMENT DETAILS. 3. FILLIS TO BE PLACED IN ACCORDANCE WITH THE REQUIREMENTS OF AS 3798-1996 "GUIDELINES ON EARTHWORKS FOR COMMERCIAL AND RESIDENTIAL DEVELOPMENTS" - LEVEL ONE (1) SUPERVISION AND TESTING. 4, ALL WORK IS TO BE COMPLETED IN ACCORDANCE WITH ALTA PROJECTS STANDARD. SPECIFICATION. SHEET PILING NOTES: + ALL TEMPORARY AND PERMANENT SHEET PILING TO BE DESIGNED, DOCUMENTED AND CERTIFIED BY THE SHEET PILING CONTRACTOR * _ ALLSHEET PILING, WHALERS, GROUND ANCHORS ETC. TO BE DESIGNED IN ACORDANCE WITH THE RELEVANT AUSTRALIAN STANDARDS, LOCAL AUTHORITY REQUIREMENTS & PROVISIONS OF THE WORKPLACE HEALTH AND SAFETY ACT. * DESIGN LOADS DUE TO RETAINED SOIL, GROUND- WATER, ADJACENT STRUCTURES & SERVICES, SURCHARGES, CONSTRUCTION TRAFFIC ETC. ARE TO BE DETERMINED BY THE SHEET PILING CONTRACTOR IN LIASON WITH THE GEOTECHNICAL CONSULTANT. + ALLEXISTING SERVICES TO BE LOCATED ON SITE BY THE SHEET PILING CONTRACTOR. ANY DAMAGE CAUSED TO EXISTING SERVICES BY SHEET PILING OPERATION ARE TO BE RECTIFIED BY THE SHEET PILING CONTRACTOR. . THE SHEET PILING CONTRACTOR IS TO ASSESS THE LIKELIHOOD OF VIBRATION DAMAGE OR OTHER DEGRADATION OF ADJACENT STRUCTURES, SERVICES ETC DUE TO SHEET PILING OPERATIONS. ANY SUCH DAMAGE INCURRED IS TO BE RECTIFIED AT THE SHEET PILING CONTRACTOR'S EXPENSE. * THE SHEET PILING CONTRACTOR'S ENGINEER WILL PREPARE AND CERTIFY WORK METHOD STATEMENTS WHICH DETAIL SEQUENTIAL PROCESSES FOR: = SHEET PILE INSTALLATION = EXCAVATION = ANCHOR INSTALLATION, TENSIONING&GROUTING — “a “+ ALLWORKS'SHALL BE CARRIED OUT INACCORDANCE WITH THE WORK METHODY= =. STATEMENT ) ( * SHEET PILES TO BE INSTALLED PLUMB & WITHIN 50mm OF DESIGN PLAN ALIGNMENT —/ KA Nope Oe aS ALL SERVICES TO BE LOCATED BY CONTRACTOR ON SITE PRIOR TO CONSTRUCTION. ANY DAMAGE TO EXISTING SERVICES TO BE RECTIFIED AT CONTRACTORS EXPENSE. NOOSA COUNCIL APPROVED PLAN OPW18/0155 19 SEP 2018 SCALE 1:500 NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION" AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTION PURPOSES. J Design: PBL Brah 101 ply td ta Alta Project PROJECT: DRAWING TITLE: Drawn: PBL rah 101 ply Ite va Ala Projects TITLE SHEET, LOCALITY AND NOTES a | aor REVISED TO SUIT COUNCIL RFI PL SK Rev | DATE DESCRIPTION BY CHKD FOR APPROVAL DIRECTOR APPROVAL RPEQ- 4784 Date: MAY 2016 Checked Datum _AHD A.B.N. 91 611 354 511 26 Memorial Avenue, Cotton Tree PO Box 559, Cotton Tree, QLD, 4558 Tel (07) 5475 4125 Fax (07) 5479 1607 ENGINEERING : DESIGN : MANAGEMENT mail: [email protected] Web: http://www.alta.net.au A‘ SHEET SIZE FILENAME :26107-18-PEWOO.dug -DATE: 277/18- 12:43pm - XREFs: a6 107-X-BASE; aB107-X'SURVEY; a8107-XARCH landscape; aBI0TARCH; HApprove-SH: H-Cho PROPOSED RESIDENTIAL DEVELOPMENT STAGES 4A & 4B at SERENITY CLOSE, NOOSA for CAPE BOUVARD DEVELOPMENTS [_ Council Ref: oa.SH Sheet 1 of 1 Revision DRAWING No: 46107/18/PEWOO A © This plan is Coppright, Other than for the purposes of and subject to the conditions prescribed wmder 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 i property remains within ALTA Projects. all enquiries should be directed to ALTA Projects.
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Section 2
-
NOOSA COUNCIL
APPROVED PLAN
OPW18/0155 19 SEP 2018
[OCR of page images]
~ HABITAT PROTECTION FENCE TO BE
ERECTED PRIOR TO COMMENCEMENT
OF CLEARING WORKS PROVIDE SIGNAGE
AT 50m SPACINGS " ECOLOGICAL
+ RESTORATION AREA - NO ACCESS
(Sa
NOOSA COUNCIL
APPROVED PLAN
OPW18/0155 19 SEP 2018
LEGEND
PROPOSED EARTHWORKS CUT
PROPOSED EARTHWORKS FILL
150mm CBR15 TEMPORARY PAVEMENT
© 8.90 PROPOSED EARTHWORKS LEVEL
—— — —— _ PROPOSED BASEMENT WALL
ITT TT TTT PROPOSED TOP OF BATTER
---- PROPOSED TOE OF BATTER
— < < <— PROPOSED SWALE
------ 50~---— FINISHED SURFACE CONTOUR
/ \
TEMPORARY SITE ( \ EXISTING SURFACE CONTOUR
weer E x ~ = ——e—— —_ EXISTING ELECTRICAL RETICULATION
REFER DETAL-PESCO4 é —— —T— —— _ EXISTING TELSTRA RETICULATION
( \ — — —p— — —_ EXISTING STORMWATER DRAINAGE
ALL WORKS IN PROXIMITY OF RETAINED f . T. é — — —W— — — EXISTING WATER RETICULATION
TREES TO BE CARRIED OUT IN STRICT ( ] TD K \ — — —s— — —_ EXISTING SEWER RETICULATION
ACCORDANCE WITH ARBORISTS DIRECTIONS \/~ / EB ix CROss )
FALL (Typ) < ms X mmm X mm HABITAT FENCE
Ler) d
| (
3 TEMP,
( BATTER
cicry 1IN2 AX
ALL WORKS IN PROXIMIFY OF RETAINED
TREES TO BE CARRIED OUT IN STRICT <
ACCORDANCE Wi, ARBORISTS DIRECTIONS )
: LZ ¢
\ BY )
y
)
Temp. / Z o ALL WORKS TO BE CARRIED OUT IN STRICT
patter ) ACCORDANCE WITH APPROVED SETTLERS
TIN2MAX. \ < COVE NOOSA RESIDENTIAL HIGH DENSITY
} ENVIRONMENTAL MANAGEMENT PLAN (EMP1)
DATED 21 JULY 2005 BY WBM OCEANICS.
ALL WORKS IN PROXIMITY OF RETAINED / Py
TREES TO BE CARRIED OUT IN STRICT —e
ACCORDANCE WITH ARBORISTS DIRECTIONS \ | ALL BATTER GRADIENTS
ery TO BE CONFIRMED BY
/ | \ GEOTECHNICAL
ty ENGINEER'S REPORT
Nae
> TEMP.
BATTE! a NNN NINN NINN NNN aN
\
ALL WE IRKS IN PROXIMITY OF RETAINED — JN Max - }
x ALWGRAS IN PROXIMITY Of RETANE y ( ACCESS TRACK - APPROXIMATE EARTHWORKS VOLUMES /
te ACCORDANCE WITHYARGORIETS DIRECTIONS = ST > EARTHWORKS FILL (SOLID) = Om?
” ~\N s EARTHWORKS CUT = 4313m? ‘
NX 7 BALANCE (REMOVED FROM SITE) = 4313m? é
aN \ NOTE: ALL QUANTITIES SOLID COMPACTED IN GROUND )
aN
0 4 8 12 16
Ne ae ANN Se Se Se Oe Ee Eee SIE
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: PBL . PROJECT: DRAWING TITLE:
Drawn: PBL Be ty ts Ma Avia Projects EARTHWORKS LAYOUT
FOR APPROVAL | oat: inva ABN syeitasist! || | PROPOSED RESIDENTIAL DEVELOPMENT STAGES 4A & 4B | consTRUCTION ACCESS LAYOUT
f PO Box 559, Cotton Tree, QLD, 4558 Revision
Checked: — Lt Tel (07) 5475 4125 Fax (07) 5479 1607 | at SERENITY CLOSE, NOOSA DRAWING No: 464 ()7/48/PEWO1 | 1 of 1
ecked: | - : : Email: [email protected] ; ; 5 7
ENGINEERING : DESIGN : MANAGEMENT © This plan fe Copplet. Other than forthe puaposes of and subject to the condlions prescribed ander the
| eons | ranseorosrconcuae a_| oe Sacro MPaROa San Web: hiip:/hwaw altanetau for CAPE BOUVARD DEVELOPMENTS cre gt da ace a
REV | DATE DESCRIPTION By | CHKD RPEQ- 4784 ‘At SHEET SIZE FILENAME :26107-18-PEWOI dg - DATE: 27/7/18- 12:43pm ~ XREF's: ab107-X-BASE; aB107-X-SURVEY; 26107-X-ARCH landscape; aB107-X-ARCH; H-Approvec-SH: H-Chefked.-SH Council Ref: Tededel aun Pret AT Snfeiectl property remains within ALTA Projects. all enquiries should
Section 3
-
NOOSA COUNCIL
APPROVED PLAN
OPW18/0155 19 SEP 2018
[OCR of page images]
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( “oN A SAU)
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> AUN pehe
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{EFER DETAIL \
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ALL WORKS IN PROXIMITY OF RETAINED ¥
TREES TO BE CARRIED OUT IN STRICT
ACCORDANCE WITH ARBORISTS DIRECTIONS 7
a7
\ | N
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/ :
HABITAT PROTECTION FENCE TO BE. o T 7 a
ERECTED PRIOR TO COMMENCEMENT ( LY
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PROPOSED BOULDER
RETAINING WALL 'RW3'.
REFER DETAIL
+454
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Nae
REINFORCED CONCRETE POOL.
SHELL TO CONTRACTOR'S.
ENGINEER'S DESIGN AND
CERTIFICATION
se
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a
OF CLEARING WORKS PROVIDE SIGNAGE
AT 50m SPACINGS " ECOLOGICAL
RESTORATION AREA - NO ACCESS
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| PROPOSED RETAINING WALL <
Z_[TYPE'RW1'.REFERDETAIL
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,
EXISTING TREE TO BE RETAINED. , \.
E EXCLUSION ZONE
—_ BARRIERS IN ACCORDANCE WITH
ARBORISTS REPORT (TYP)
v
EARTHWORKS
PAD RL10.0 (NOM):
RL10.0°@
aT =
PROPOSED RETAINING Wi Lu tL
N “\
'RW3'. REFER DETAIL
~~
| N /
| '~
Deeley ae
TEMP.
BATTER
1\IN 2MAX
EXISTING CONCRETE
STAIRS & LANDSCAPING
TO REMAIN J
yt —
” X more X
re ALL WORKS IN PROXIMITY OF RETAINED
| \N
| \
PZ
TREES TO BE CARRIED OUT IN STRICT
ACCORDANCE WITH ARBORISTS DIRECTIONS
ie
.
PROPOSED STAGE 4B RAPID
LEGEND
[ PROPOSED EARTHWORKS CUT
[ PROPOSED EARTHWORKS FILL
10mm COMPACTED GRAVEL
HARDSTAND CBR15
aes 150mm CBR15 TEMPORARY PAVEMENT
$8.90 PROPOSED EARTHWORKS LEVEL
—— —— — _ PROPOSED BASEMENT WALL
RWARW2 PROPOSED RETAINING WALL RW1
REFER EW05 FOR DETAILS.
RW3 PROPOSED SANDSTONE RETAINING WALL RW3
BOSOSOS REFER EW06 FOR DETAILS.
TT TT TTT PROPOSED TOP OF BATTER
---- AH PROPOSED TOE OF BATTER
— <- <_< PROPOSED SWALE
------ 50~---— FINISHED SURFACE CONTOUR
—50 - EXISTING SURFACE CONTOUR
E— — — _ EXISTING ELECTRICAL RETICULATION
T— — — _ EXISTING TELSTRA RETICULATION
— — —D— — — _ EXISTING STORMWATER DRAINAGE
w
s
— — —_ EXISTING WATER RETICULATION
— — — _ EXISTING SEWER RETICULATION
mmm X mem X mmm = HABITAT FENCE
ALL BATTER GRADIENTS
TO BE CONFIRMED BY
GEOTECHNICAL
ENGINEER'S REPORT
INFILTRATION PITS (WEST).
REFER DETAIL
Y
7QPW18/0155 19 SEP 2018
NOOSA COUNCIL
ROVED PLAN
Dr y
Z
~T®»
(RL ROWRO
WT 7 S&S
\ ‘+2
X& \ KR
\ ok
\
Q (ONIN NNN NN NNN
XQ ( STAGE 4A (1) - APPROXIMATE EARTHWORKS VOLUMES 4
\
\ > EARTHWORKS FILL (SOLID) = 0m? <
NN \ EARTHWORKS CUT = 373m*
XY BALANCE (REMOVED FROM SITE) = 373m* <
\ A. NOTE: ALL QUANTITIES SOLID COMPACTED IN GROUND )
NN el
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.
zpos | REVISED TO SUIT COUNCIL RFI
PL
REV
DATE DESCRIPTION
BY
FOR APPROVAL
DIRECTOR APPROVAL
RPEQ- 4784
Design:
Drawn:
Date:
Checked: =
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]
Datum _AHD
Web: hitp:/www.alta.net.au
A‘ SHEET SIZE
FILENAME :96107-18-PEWC2 STGAA Prt dwg - DATE : 27/7/18- 1:20pm - XREF's:a6107-X-8ASE; aB107-X'SURVEY: aB107-XARCH landscape; 36107-XARCH: HAporoved
PROJECT: DRAWING TITLE:
EARTHWORKS LAYOUT
PROPOSED RESIDENTIAL DEVELOPMENT STAGES 4A &4B | stace 4a (1)
at SERENITY CLOSE, NOOSA DRAWING Ne: ae 1o7/48/PEWO2 ae
for CAPE BOUVARD DEVELOPMENTS So RE SP Os Wn Mh PB eta ea. Maa ema
se ota [ couneiet olen penis of evap {nT intelectual property remains witb LTA Project All exgunies choad
Section 4
- NOOSA COUNCIL APPROVED PLAN OPW18/0155 19 SEP 2018 [OCR of page images] Leni P Ss a ~\ q AS \ I | x S | j NN . i fi 4 \ / ‘% SNE WYN Y\\ nS Wwe : N u = a t = AGS PROPOSED ANCHORED SHEET S Sur PILING TO MANUFACTURERS _., QE DESIGN & CERTIFICATION. RS WON REFER NOTES TEMP. Q ae q Qe i = \ aarrer in (| 3) i 3 1 IN MAX Sy LA or KS 2 Ni <7. = 4 | es Q@ A 20) X ee 27 oR XN gS <UL < o* . \ w of \ @ ZAA4: a ee & ye A So. Sf Cay Uy / YY / & ‘9 e \ -* * . Z Lr / 7 [EARTHWORKS PAD TEMPORARY SITE LEVEL RL14.9 (NOM) CONTRI \ REFER DETAIL PESCO4 ~*~ Ue Uj Vel 5 uo S \ . L / - | < U7 TRL.80 ® C A ss f / ALL WORKS IN PROXIMITY OF RETAINED R ms . [ TREES TO BE CARRIED OUT IN STRICT a NS ¢ REL RT La NO 4 S: 2 ACCORDANCE WITH ARBORISTS DIRECTIONS . ; Xo ) V } ae K , \ < AK xi , ff v \ P ( Z RETAINING WALL TYPE w i / ( v \ "RW3', REFER DETAIL ( v ) ro PIK yi 4 Sy . 4 ah , & Ts u Z v sf ls _\ RLI30 ¢ \ ) SLA ES AT > ALL WORKS IN PROXIMITY OF RETAINED Zz HABITAT PROTECTION FENCE TO BE : i \ ERECTED PRIOR TOCOMMENCEMENT —_/ co OF CLEARING WORKS PROVIDE SIGNAGE TREES TO BE CARRIED OUT IN STRICT \ ACCORDANCE WITH ARBORISTS DIRECTIONS Jj LEGEND PROPOSED EARTHWORKS CUT [ PROPOSED EARTHWORKS FILL 150mm COMPACTED GRAVEL HARDSTAND CBR15 150mm CBR15 TEMPORARY PAVEMENT Ea 8.90 PROPOSED EARTHWORKS LEVEL —— —— —— _ PROPOSED BASEMENT WALL RW1 PROPOSED RETAINING WALL RW1 REFER EW05 FOR DETAILS. PROPOSED SAWN CUT SANDSTONE RETAINING WALL 'RW3' - REFER EW05 FOR DETAILS. RW3 me mm em em me §==PROPOSED SHEET PILING TTT TTTTT PROPOSED TOP OF BATTER PROPOSED TOE OF BATTER — < + < PROPOSED SWALE FINISHED SURFACE CONTOUR EXISTING SURFACE CONTOUR EXISTING ELECTRICAL RETICULATION EXISTING TELSTRA RETICULATION EXISTING STORMWATER DRAINAGE EXISTING WATER RETICULATION EXISTING SEWER RETICULATION om X mem X mt HABITAT FENCE. ALL BATTER GRADIENTS TO BE CONFIRMED BY GEOTECHNICAL ENGINEER'S REPORT ALL WORKS TO BE CARRIED OUT IN STRICT ACCORDANCE WITH APPROVED SETTLERS ATS0n SPACINGS ECOLOGICAL x / uv COVE NOOSA RESIDENTIAL HIGH DENSITY RESTORATION AREA- NOACCESS Ie A ENVIRONMENTAL MANAGEMENT PLAN (EMP1) g u ) DATED 21 JULY 2005 BY WBM OCEANICS. ae , yy & a, Ty & 4 Yay wy « < “sh \ TEMPORARY 6m WIDE NOOSA COUNCIL ALL WORKS IN PROXIMITY OF RETAINED CONSTRUCTION ACCESS TREES TO BE CARRIED OUT IN STRICT = APPROVED PLAN ACCORDANCE WITH ARBORISTS DIRECTIONS \ syuunvorseanen peat OPW18/0155 19 SEP 2018 TREES TO BE CARRIED QUTIN stRicT. ACCORDANCE WITH ARBORISTS DIRECTIONS XY 0 4 8 12 16 20m Lf “, ‘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 Brah 101 pty Itd Va Alta Projects PROJECT: EARTHWORKS LAYOUT Or fe FORAPPROVAL | “oat: tavane ABN sretissist! "| PROPOSED RESIDENTIAL DEVELOPMENT STAGES 4A &48 | stace4s PO Box 559, Cotton Tree, QLD, 4558 — Checked: | & | snore | REVISED TANK LAYOUT pat | se ‘A | aeons | ReviseD To SUT COUNcL RRL Ppa | su REV | DATE DESCRIPTION By | CHKD Datum AHD Tel (07) 5475 4125 Fax (07) 5479 1607 Email: [email protected] ENGINEERING : DESIGN : MANAGEMENT i” i = Web: http:/www.alta.net.au at SERENITY CLOSE, NOOSA for CAPE BOUVARD DEVELOPMENTS A‘ SHEET SIZE FILENAME :26107-18-PEWO4 STGAB.oug -DATE : 217/18. 124pm - REF: a6107-XBASE: a6107-X-SURVEY: a6107-XARCH landscape, ab1OTX-AROH: H-Aporows SH] Ht Creceed SH Council Ref: | “"_| DRAWING No: 46 107/18/PEWO4 B tot © This plan is Copyright. Other than for the purposes of and subject to the conditions prescribed under the Copyright Act, no pat of it may in any form or by any means (electronic, mechanical, micro copying. photo copying, recording’ ot otherwise) be reproduced, stored in a retrieval system or transmitted without the prior wrillen permission of ALTA Projects. All intellectual property remains within ALTA Projects. all enquiries should be directed to ALTA Frojects,
Section 5
-
NOOSA COUNCIL
APPROVED PLAN
OPW18/0155 19 SEP 2018
[OCR of page images]
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
© ALLGROUT 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 * ALL CONCRETE 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 CERT FIED QUALITY ASSURANCE PROGRAM IN PLAGE, + ALL CONCRETE SHALL BE LACED CONTINUOUSLY BETUTEK CONSTRUCTION JOINTS AS DETALED IN SUCH A MANNER * SS 200 MAX
° 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 | ACOONCRETE 13 Be ORDERED AND PLACED AT SOUT ST GMP UNLESS NOTED OTHERWISE R20 GALVANISED DOWELS - GREASE ONE END
OF THE MANUFACTURER'S QUALITY ASSURANCE PROGRAM * NO WATER TO BE ADDED ON SITE UNLESS APPROVED BY THE ENGINEER, (400 LONG ) AT 400 CTS
© 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*
NOOSA COUNCIL 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*
APPROVED PLAN - APPLICATION OF AN APPROVED CURING COMPOUND. TYPICAL BLOCKWORK CONTROL JOINT
OPW1 8/01 55 1 9 SEP 201 8 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 ApNeoistiaasit || | 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. © Tals lan i Copyright, Other ian for the purposes of end subject to the conditions prescribed der 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.
Section 6
- NOOSA COUNCIL APPROVED PLAN OPW18/0155 19 SEP 2018 [OCR of page images] BALUSTRADE IN ACCORDANCE WITH BCA STANDARD AND 0 MANUFACTURERS SPECIFICATION 200HB SERIES 50 COVER TOP OF WALL PA SOP JHU, SETOUT POINT ‘TOP’ 5 “WATERPROOFING & DRAINAGE x | CZXCLBYER TO BUILDERS SPECS. = N12 @ 400 E.W. es 4 s |_| ©] SETOUT POINT ‘BTM’ GRANULAR BACKFILL. 1002 AGG. DRAIN LJ IN GEO FABRIC SOCK. DISCHARGE TO 100 STORMWATER. SRR N12 @ 400 E.W. 65 COVER. > SEALY xX - — No N12 STARTERS @ 400. a eo, "PAR LAP 450.65 COVER, PSST TIN 700 TYPICAL RETAINING WALL - RW2 (0 TO 1000 HIGH) SCALE 1:20 (A1) 200HB SERIES BALUSTRADE IN ACCORDANCE WITH BCA STANDARD AND MANUFACTURERS SPECIFICATION TOP OF WALL SETOUT POINT 'TOP' / 2000 MAX. SETOUT POINT 'BTM' 100 mY) te A, LiIS5ys KERRY wy Lea S50 cover YAY NY NY KK ~- WATERPROOFING & DRAINAGE KSclaver TO BUILDERS SPECS. me N16 @ 400 VERT. 12 @ 400 HORIZ. GRANULAR BACKFILL. 1008 AGG. DRAIN IN GEO FABRIC SOCK. DISCHARGE TO STORMWATER. N16 @ 400 65 COVER. SANS N16 STARTERS @ 200. ~S 300 LAP 600.65 COVER. YN II KKK YX Zr YON V2), N12. @ 400 KKK VINX > Z RAP TYPICAL RETAINING WALL - RW2 (1000 TO 2000 HIGH) SCALE 1:20 (A1) NOTE: REFER STRUCTURAL ENGINEERS FOR FINAL BLOCK RETAINING WALL DESIGN NOOSA COUNCIL APPROVED PLAN OPW18/0155 19 SEP 2018 NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION" AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTION PURPOSES. Design: Brah 101 pty Itd Ua Alta Projects PROJECT: DRAWING TITLE: Drawn: RETAINING WALL DETAILS ABN. 91 611 354514 Date ABN syeitasist! ||| | PROPOSED RESIDENTIAL DEVELOPMENT STAGE 4A&4B | suet 10F 2 PO Box 559, Cotton Tree, QLD, 4558 Revision Sheet Checked: = - Tel (07) 5475 4125 Fax (07) 5479 1607 | at SERENITY CLOSE, NOOSA DRAWING No: 64()7/48/PEWO6 | 1 of 1 jecked: |< 7 : Email: [email protected] 5 ; pa 7 ions prooaibod wate ENGINEERING : DESIGN : MANAGEMENT © This plan i Copsright, Other than for the purposes of ond subject to the conditions prescribed under the cide croR APPROVAL Datum a0 Web: hipiwwnatia.netau for CAPE BOUVARD DEVELOPMENTS re Adak) Mea ae es ice eat tea ee fa REV DATE DESCRIPTION BY CHKD RPEQ- 4784 A‘ SHEET SIZE FILENAME : 96107-18-PEWOS-PEWO7.ong -DATE : 221/18 -3:35pm - XREF': HApproved-SH; H-Ohoctod SH Council Ref: wnitten permission of ALTA Projects. all intellectual property remains within ALTA Projects, all enquiries should be directed to ALTA Projects.
Section 7
-
NOOSA COUNCIL
APPROVED PLAN
OPW18/0155 19 SEP 2018
[OCR of page images]
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 500 MIN
CLAY PLUG
SELECTED STONES
REFER NOTES
|
BIDDIM A24
GEOFABRIC FILTER
LAYER SECURELY
FASTENED - TOP
TO TOE (TYPICAL)
LISI UE.
MAJOR STONES
REFER NOTE
4m MAXIMUM
20mm SCREENINGS —}-=
5000 x 300W :
300 MIN
100 DIA AGG DRAIN
DISCHARGING TO.
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)
NOOSA COUNCIL
APPROVED PLAN
OPW18/0155 19 SEP 2018
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:
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.
Section 8
-
NOOSA COUNCIL
APPROVED PLAN
OPW18/0155 19 SEP 2018
[OCR of page images]
AON
RP BDY
iy
CON
(POSCWP) AREA
>)
BIDIM A14 GEOFABRIC
PINNED TO SLOPI
ISERVATION
AAR
POSCWP BDY
m
\>s
—COmPACTED SAND
FILL. REFER NOTES
2.0min
MAINTENANCE
ACCESS/
VEG. SWALE
REINFORCED CONCRETE POOL
PROPOSED RETAINING WALL!
TYPE 'RW1' REFER DETAIL
SY
BIDIM A14 GEOFABRIC
/
CONSERVATION
(POSCWP) AREA
PINNED TO SLOPE
| < BATTER
> } 1 in 2 MAX
a
el <
a
= \
5
COMPACTED SAND FILL
REFERNOTES
NNN _
2m MIN
MAINTENANCE
WN ‘ACCE!
CONSERVATION —_yeg, swe
(POSCWP) AREA
CEMENT GROUT TOP 0.9m
eNGINE Cte oe ono PROPOSED RETAINING WALL . EXISTING CONCRETE STAIRS
CERTIFICATION TYPE 'RW1", REFER DETAIL 150mm COMPACTED GRAVEL & LANDSCAPING TO REMAIN
EWPAD HARDSTAND CBR15 |
RL14,0.(NOM) 77
Lee
EXRLIZ4 | |
bee ty 150mmCOMPACTEDGRAVEL); = RR
| EW FAD HARDSTAND CBR15 EWPAD [hy TTT
| RL10,0 (NOM) RL14.0 (NOM)
COMPACTED BACKFILL. ANCHORED SHEET PILING TO
- REFER NOTES MANUFACTURERS DESIGN &
- \ 150mm COMPACTED GRAVEL CERTIFICATION. REFER NOTES
TEMPORARY BATTER — HARDSTAND CBR15 TEMPORARY BATTER
4v in 2h MAX. 4v in 2h MAX
SECTION SECTION
SCALE 1100 ATPENG2,PEWO3 SCALE 1.100 A1
| ly || |
| 3.0m | | I L
| _SEWER 7 | I]
EASEMENT
PROPOSED RETAINING WALL BIDIM A14 GEOFABRIC eT |
TYPE 'RW1!' REFER DETAIL PINNED TO SLOPE | | Bl
| | &|
__-- | |
150mm COMPACTED GRAVEL ee JEXRL19.0 | |
HARDSTAND CBR15 a Fe
EW PAD ee
°.
2m MIN RL14.0 (NOM) NO
aie EWPAD EXISTING SEWER TO
VEG. SWALE RL12.1 (NOM) SSIS L 150mmCOMPACTEDGRAVEL, =| J Pe REMAIN UNDISTURBED
LIZ E HARDSTAND CBR15 \ EW PHD TEMPORARY BATTER
-0 (NOM) tv in 2h MAX
EWPAD. — - COMPACTED SAND BACKFILL
RLg.4 — —] “RL9.70 (NOM) REFER NOTES
: TEMPORARY BATTER
h PROPOSED ANCHORED SHEET
PROPOSED RETAINING WALL ‘vin 2h MAX PILING TO MANUFACTURERS NOOSA COUNCIL
RW DESIGN & CERTIFICATION.
TYPE 'RW1' REFER DETAIL REFER NOTES APPROVED PLAN
SECTION
SECTION aN OPW18/0155 19 SEP 2018
SCALE 1:100 A1
PROPOSED RETAINING WALL
TYPE 'RW1' TO BE CONSTRUCTED
PRIOR TO COMMENCEMENT OF
STAGE 4A P2
[20m
150mm COMPACTED GRAVEL TEMP. RLI7.0 EWER
HARDSTAND CBR15 GRAVEL i EASEMENT
ACCESS ry |
BIDIM A14 GEOFABRIC 35 10mm COMPACTED GRAVEL foe | L L
PINNED TO SLOPE EW PAD HARDSTAND CBR15 |! a |
RL14.0 (NOM) _ | 3|
— oe oe EXRL18.1 | a! |
SES ae ~ earn
BATTER EW PAD SASS TEMP, BATTER ~ | | |
tingh me. RL12.1 (NOM) MOO8H}5 4 IN2MAX ~
2 XO fo 150mm COMPACTED GRAVEL Tee
OAS HARDSTAND CBR15 EW PAD °
KOS COMPACTED SAND BACKFILL. RL14.0 (NOM)
Tes REFER NOTES. z
SECTION
PROPOSED RETAINING WALL SECTION SCALE 1:100 A1 > 4 '
TYPE 'RW3' REFER DETAIL SCALE 11001 ° ° ° 80 80 0.0m
Eff |
/
NN _ 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 By I a Avie Projects EARTHWORKS SECTIONS
FOR APPROVAL | bate: av an ABN sreitasist! || | PROPOSED RESIDENTIAL DEVELOPMENT STAGES 4A & 4B | surer 1 oF 2
PO Box 559, Cotton Tree, QLD, 4558 Revision Sheet
Checked - Tel (07) 5475 4125 Fax (07) 5479 1607 | at SERENITY CLOSE, NOOSA DRAWING No: 64()7/48/PEWO8 A | 1 of 1
ecke - : : Email: [email protected] ; ; ; a
ENGINEERING : DESIGN : MANAGEMENT © This lan i Copyright, Other ian for the purposes of end subject to the conditions greseribed under the
1 some | newserosercanene vas sikecioR aR Daun a Web: htp:iwwwaltanetau for CAPE BOUVARD DEVELOPMENTS Soon ea yn a en ech SP ne,
ReEO. 4784 — — riven permision of A118 Projects, All tellectasl property remains within ALTA Projects, ll enquires should
REV | DATE DESCRIPTION By | CHKD ‘At SHEET SIZE FILENAME :26107-18-PEWO8-PEWO9.dug - DATE : 277718 12:47pm - XREFs: HApproved-SH; H-Chected-SH. Council Ref: be directed to ALTA Projects.
Section 9
-
NOOSA COUNCIL
APPROVED PLAN
OPW18/0155 19 SEP 2018
[OCR of page images]
CONSERVATION BIDIM A14 GEOFABRIC
1.0m NOM (POSCWP) AREA PINNED TO SLOPE
5 SWALE TO
7 PROPOSED RETAINING WALL a DIVERT RUNOFF TO
TYPE 'RW1' REFER DETAIL PROPOSED RETAINING WALL 3| SEDIMENT sash 2
EW PAD, TYPE'RW3'TO BE CONSTRUCTED & |
~——— — —EWPAD_ ___| Heo ZI =
RL14.0 (NOM) PRIPR TO START OF STAGE 4B \_ & ——
450mm COMPACTED GRAVEL a - _ — + STAGE 4B 10mm COMPACTED GRAVEL
EW PAD HARDSTAND CBR15 a, | EXRLI25 | EW PAD HARDSTAND CBR15
RL11.9 (NOM) | | t a RLI19 |
_oeeeen- w. es pa
TEMPORARY BATTER
‘vin 2h MAX
PROPOSED ANCHORED SHEET
PILING TO MANUFACTURERS
DESIGN & CERTIFICATION. SECTION SECTION (a
REFER NOTES SCALE 1:10 A1 SCALE 1:100 A1
3.0m |
SEWER
SYS YN YN EASEMENT
CONSERVATION |
( (POSCWP) AREA ) |
> | BIDIM Ad4 GEOFABRIC | 3
>
( I PINNED TO SLOPE 150mm COMPACTED GRAVEL | a
\ a! SWALE TO _ewpap — — — — —HARDSTANDCBRI5\— — —
‘ | aI DIVERT RUNOFF TO BIDIMA14 GEOFABRIC RL14.9 (NOM) \ | exeLt5.0
/ 5 B SEDIMENT BASIN'2' —— Bowens eon : ee eh
a eo ———
\ a! exRL'3 5 ) — |b - EXISTING SEWER TO
> oe a 150mm COMPACTED GRAVEL 150mm COMPACTED GRAVEL STAGE 4B ° REMAIN UNDISTURBED
/ _--—- EW PAD HARDSTAND CBR15 HARDSTAND CBR15 EW PAD
\ RL11.9 (NOM) \ RLI19
l . z
» TEMPORARY BATTER v TEMPORARY BATTER
( tv in 2h MAX ) ‘tv in 2h MAX
UAL RK
SECTION SECTION
SCALE 1:10 A1 SCALE 1:100A1
0 20 4.0 6.0 8.0 10.0m
APPROVED PLAN
OPW18/0155 19 SEP 2018
_————————————— |
SCALE 1:100 At, 1:200 43
NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION" AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTION PURPOSES. Design: PBL . PROJECT: DRAWING TITLE:
Drawn: PBL Be ty ts a Ale Projects EARTHWORKS SECTIONS
FOR APPROVAL | bate: av an ABN sveitasist! || | PROPOSED RESIDENTIAL DEVELOPMENT STAGES 4A & 4B | surer 2 oF 2
PO Box 559, Cotton Tree, QLD, 4558 Revision Sheet
Tel (07) 5475 4125 Fax (07) 5479 1607 | at SERENITY CLOSE, NOOSA DRAWING No: 64(7/48/PEWO9 | 1 of 1
Checked Email: [email protected] Tr Cat. ier on fo he goeones of asa he atin rib ni Ae
Copprght Set, no Port of may in any form ot by any means (clectronfe, mechanical, hero coping, photo~
a_| 26078 | REvISEO TO SUIT COUNCIL RFI PL
DIRECTOR APPROVAL
Rev | DATE DESCRIPTION BY | CHKD
RPEQ- 4784
Datum _AHD
ENGINEERING : DESIGN : MANAGEMENT
Web: hitp:/www.alta.net.au
A‘ SHEET SIZE
FILENAME :26107-18-PEWO8-PEWO9.cng DATE : 27/718 127pm - XREFSs: H-Approved SH; H-Cheowed SH
for CAPE BOUVARD DEVELOPMENTS
Council Ref:
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.
Section 10
-
NOOSA COUNCIL
APPROVED PLAN
OPW18/0155 19 SEP 2018
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DETAILS TOHYDRAULIC CONSULTANT'S
‘SPECIFICATIONS.
NOOSA COUNCIL
APPROVED PLAN
OPW18/0155 19 SEP 2018
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Drawn:
ABN. 91 611 354 511
Date: eee Ee en They PROPOSED RESIDENTIAL DEVELOPMENT STAGE 4A & 4B =
PO Box 559, Cotton Tree, QLD, 4558
5 acini Tel (07) SaTe 4125 Fa (67) 5479 1607 | at SERENITY CLOSE, NOOSA DRAWING No: 14 640)7/48/PSMP01 B tof t
: - ] ENGINEERING : DESIGN : MANAGEMENT Email: [email protected] © This plan in Copyright. Other than for the purposes of and wubject to the conditions prescribed under the
ee aE Daun iste areata for CAPE BOUVARD DEVELOPMENTS hee Ep Ee rch gr tert ogee logy Op
rev | DATE DESCRIPTION By | cHKD "Al SHEET SIZE FLEANE aS1OTI8PSUPOL eq DATE” ZVTTI8. 26pm - XREPY aBIOTICGASE, SSIOTAXSURVEY. SOIOTLARCH encacape, SBICTXARDL HAgpeesSHt Hepes SH [Council Ref: Trareded te th Prope roperty remainy wile ALTA Proc: All enquiries should
Section 11
-
NOOSA COUNCIL
APPROVED PLAN
OPW18/0155 19 SEP 2018
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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 DETAILS
A.B.N. 91 611 354 511
Date: MAY 2016 28 Memorial Averue, Cotton Tree PROPOSED RESIDENTIAL DEVELOPMENT STAGE 4A &4B of cueet 1 oF 2
PO Box 559, Cotton Tree, QLD, 4558 Revision Sheet
- Tel (07) 5475 4125 Fax (07) 5479 1607] at SERENITY CLOSE, NOOSA DRAWING No: 6407/48/PSMP02 | 1 of 2
Checked
ENGINEERING : DESIGN : MANAGEMENT
PL Datum _AHD
DIRECTOR APPROVAL
zeomits | REVISED TO SUIT COUNCIL RFI
Email: [email protected]
Web: http://www.alta.net.au
Rev | DATE DESCRIPTION BY RPEQ- 4784 ‘At SHEET SIZE FILENAME : 26107-18-PSM02.cug - DATE: 277/18- 128pm - REFS: HApproved-SH; H-Crecked-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.
Section 12
LANDSCAPE CONTRACTOR SPECIFICATION NOTES
SECTION 1 LANDSCAPE GENERAL NOTES SECTION 2 HARDSCAPE INSTALLATION SECTION 2 HARDSCAPE INSTALLATION (continued) SECTION 3 SOFTSCAPE INSTALLATION (continued)
1.01 Related Documents: 2.01 Setout 2.08 Swimming Pool and Water Features PLANTING PROCEDURES-
The landscape documentation is to be read in conjunction with: Setout is to be reviewed in the field by the landscape architect prior to construction.
Planting for street trees and shrubs should be completed in one continuous operation as outlined below.
· Architectural Documentation by: Arkefield In general - hardscape items are to be set at finished levels as shown on plans. GENERAL:
· Architectural and Structural Engineering Documentation by: Alta 1. Stake out tree locations or setout shrub plantings for review and approval by Landscape Architect.
Structural engineering and certification of the pool and water feature shell is by Alta Projects. SUNSHINE COAST
Projects It is important to note the intent of the interior and exterior paving layout is to align as Adjust for any conflicts with utilities etc.
· Landscape Lighting Documentation Medland Metropolis shown on plan and the layout of the concrete sub-base is to conform with the paving Unit 7, Level 1, Capital One
The pool contractor is to comply with all government regulations and standards and 2. Excavate pits for trees or shrubs.
· Swimming Pool & Water Features by: TBC layout and all changes in slope to occur at joint locations as shown on plan. 9 Capital Place
documentation provide by Aadvance Swimming Pool Consultants. 3. Pit sizes - Width is 2 x Diameter and Depth is Height of Rootball + 200mm.
· Hydraulic Engineering Documentation by: Medland Metropolis Birtinya, QLD 4575
4. Set tree plumb and at the appropriate elevation, allow for settling with adjudicated topsoil lightly T + 61 7 5499 6188
1.02 Construction Review and Certificates 2.02 Concrete Paving The contractor is to commission a Licensed Building Certifier to certify the pool fencing compacted. Set shrubs and face in visually cohesive groupings. F + 61 7 5499 6711
The Contractor shall give the Landscape Architect forty-eight hour's notice of The contractor is to provide 1m x 1m samples of paving colour and finish with sealant for compliance with current government pool security/safety standards. Prior to
5. Backfill with adjudicated top soil in layers to avoid air pockets. Lightly compact and water
any review period. for review and approval by the Landscape superintendent. construction the contractor is to review the proposed pool fencing plan with the Building © Place Design Group Pty Ltd A.C.N. 082 370 063
Concrete colour and select aggregate to be specified by CCS, colour refer to finishes Certifier to confirm compliance. The Contractor is to notify the superintendent of any settle in layers. All information displayed, transmitted or carried within this drawing is
protected by Copyright and Intellectual Property laws.
In addition to normal review of Works identified in each section of the schedule, contact Julie Macintyre (07 5438 8990). potential areas of non-conformance. 6. Construct temporary earthen watering basins and water regularly until irrigation is installed. The information contained in this document is confidential.
specification, the Landscape Architect shall be required to review the following Joint sealant per Structural Engineer's requirements Recipients of this document are prohibited from disclosing the information
7. Stake trees - stakes are to be vertically driven to uniform heights. Ties are to be herein to any person without the written consent of Place Design Group.
key points: Colour to match paving type colour. 2.09 Drainage
Annotated dimensions take precedence over any measures of scale.
Verify all dimensions on site prior to construction.
a) Setout of all items: (walls, planters, pathways and paving, steps, pool, water at uniform heights. This drawing may display with permission a combination of specialist and
The Contractor is to insure all surfaces have positive drainage slope away from the building other consultant(s) input and linework.
feature, deck, lighting etc.) Nominated specialist and consultant information contained within this
2.03 Stone Paving and Steps and to drain points as shown on plan. Connections, piping and outfall per Hydraulic Engineer document is referenced from their supplied documentation and is
b) Drainage works Turf: Zoysia 'Nara'
It is important to note the intent of the interior and exterior paving layout is to align as - MRP Documentation. contained in this document as indicative only and not for construction or
c) Soil placement and augmentation certification purposes.
d) Plant Setout prior to planting shown on plan and the layout of the concrete sub-base is to conform with the paving
PROJECT
e) Practical Completion and defects review layout and all changes in slope to occur at joint locations as shown on plan. Structural 3.04 Mulching
f) Completion of defects concrete per Alta Projects, joints to conform with paving joints as shown on plan. The
Stone adhesive is per recommendations by supplier.
Planter beds - Install 75mm of consolidated 25mm Hoop Pine mulch to be 25mm below top of edging. SETTLER'S COVE
f) Off-Maintenance (Keep mulch clear of main stem as much as possible.) Mulching is to follow planting.
All curved Stone Bandings & Pool Coping are to be cut to form curves. STAGE 4A & 4B
SECTION 3 SOFTSCAPE INSTALLATION
All structural, hydraulic, electrical etc. work is to be Certified by a registered Joint Sealant:
testing authority / engineer where required. 3.05 Irrigation CLIENT
Joint sealant per Structural Engineer's requirements 3.01 General
Colour to match paving type colour. The Landscape contractor is to supply and install the plant material as specified on plans, Water source will be supplied from the buildings main water harvesting tanks. Plumbers will be responsible
The Contractor shall seek confirmation of inspection points which are to be details and schedules. for providing suitable take off valve for connection by irrigation contractor. Refer indicative irrigation design CAPE BOUVARD PTY LTD
nominated by the appropriate engineer prior to work commencing. which is set as a minimum standard expected of the reticulation.
2.04 Sealants and Slip Resistance
3.02 Topsoil Augmentation and Imported Topsoil Contractor to provide Design and Construct of Automatic Irrigation System. System to be zoned to aspect, micro
1.03 Landscape Procedures Slip Resistance: NOTES
Soil: climate and water efficiency. System to comply to Local Authority Regulations and Contractor to pay any relevant
The Contractor shall ensure a finished surface slip resistance to Standards for the 'Wet ALL MEMBER SIZES, CONNECTIONS, FOOTINGS ETC
1. In general, The specification for imported topsoil and the augmentation of the existing site fees and charges to obtain approval for installation. Provide automatic controller in a lockable box at the pool
Co-ordination with all other trades is required with regards to utilities, paving, ARE TO BE CONFIRMED BY AN ENGINEER. SIZES
topsoil and sub-grade is per the recommendations by Hortus Group: Contact Aaron Ashlin NOMINATED ARE INDICATIVE OF FINAL APPEARANCE
lighting, irrigation and water supply by others, etc.
0448007350. The contractor is to allow for contract and payment tank water source. Provide Rain Switch. Provide separate drip emitters to the rootballs of plant material 45L size and REQUIRED. CONTRACTOR IS TO PROVIDE SHOP
resistance in accordance with AS/NZS 4586. Any sealants used must not reduce the DRAWINGS FOR APPROVAL BEFORE COMMENCING
The Contractor is to: slip resistance of the pavements. The Contractor is to certify the slip resistance of all 2. Planting Area Topsoil Depth - 300mm larger. Supply to Client spare fittings of each type. Provide full operating manual including easy to understand CONSTRUCTION.
- provide erosion and sediment control measures to any disturbed areas finished and sealed surfaces to the minimum stated classifications in accordance with 3. Lawn Area Topsoil Depth - 100mm instructions.
ALL WATER PROOF MEMBRANES, HYDRAULIC
caused by landscape works. AS/NZS 4586. FITTINGS, ELECTRICAL / LIGHTING FITTINGS AND
REINFORCED CONCRETE STRUCTURES ETC TO
- carry out trimming of any disturbed areas caused by landscape works. 3.03 Planting and Turf Contractor to undertake programming of the controller during the establishment period. Provide a written ENGINEERS, ARCHITECTS, HYDRAULIC ENGINEERS,
- implement dust control measures to disturbance caused by landscape works. Sealing of Concrete Pavement: Planting: Planting and handling of plant material is critical to prevent the rootballs from recommended seasonal program schedule post establishment to the Client. ELECTRICAL ENGINEERS DETAILS AND
SPECIFICATIONS.
- remove soil and other debris from roadways at the end of each day. Cleaning and Sealant of light wash finish concrete supply and install per Australia Blue. drying out and experience has shown that once the plant material has become stressed the SIZES NOMINATED ARE INDICATIVE OF FINAL
- remove all waste from site. Bins to be provided by Contractor. Contact Johrina Grassman - 0414 858 185. recovery time can be lengthy effecting the quality of the job. THE CONTRACTOR MUST APPEARANCE REQUIRED
- develop a traffic control plan and implement as required. Ensure a clearly marked, highly visible emergency water cut-off valve is installed to allow rapid disabling of water
Sealant to be UV resistant and applied without change to slip resistance and a matt HAVE A WATER TANK DURING ALL PLANTING OPERATIONS TO MIX AND APPLY SOIL
- take all necessary precautions for the safety of the public, the Contractor's flow by the occupants if leaks occur
sheen finish. AUGMENTATION RECOMMENDATIONS.
employees and conform to all of the regulations as required by The Workplace Where necessary the Irrigation Installer shall co-ordinate all conduits and penetrations for risers, cabling, and mains,
Health & Safety Act 1995 and all subsequent amendments. so as to maintain the structural integrity of pavements, slabs, and walls.
Sealing of Stone Pavement: At the time of supply, the plant stock will be well watered, trimmed, disease/infestation free
Stone pavement and wall finishes to be cleaned and sealed per recommendations by and presenting in good general health.
Australia Blue (Supply and install) per the same requirements as nominated above but 3.06 Maintenance
Upon taking possession of the plant stock, the contractor will verify supplied stock sheets and
1.04 Samples with no colour change to stone. Establish and maintain works for a period of twenty-six (26) weeks during which make good defects after the issue
assume full responsibility for handling, storage, irrigation & maintenance of the plant material,
The contractor is to provide samples for approval by the landscape architect of the Certificate of Practical Completion by the Superintendent. Maintain acceptable horticultural practices, as well FOR APPROVAL
to ensure the stock remains in a good state of health.
prior to construction. Sample requirements are listed in the finishes schedule 2.05 Walls as rectifying defects that become apparent in the works under normal use.
and in sections of the specifications. The contractor is responsible for planting, staking, mulching & maintenance in accordance
In general, all walls are to be finished as detailed on landscape plans and details. ISSUE CODE ISSUE DESCRIPTION BY CHK DATE
with supplied landscape planting details.
1.05 Defects Liability Period The structural design for walls and footings as well as the drainage and waterproofing Weekly Maintenance Tasks: 01 CA COUNCIL APPROVAL RY MS 22/06/2018
behind retaining walls is as detailed by Alta Projects. Stone adhesive and attachment Note: Prior to any planting of groundcovers/shrubs or trees, the contractor is requested to 02 CA COUNCIL APPROVAL RY MS 25/07/2018
The defects liability period for the hardscape items is as identified and Shall include mowing, edging, fertilising, weeding, pruning, insect & disease control, debris removal and monitoring
consistent with the Architectural Specifications for the building. to structural walls per stone supplier. of watering as required to maintain high visual landscape quality.
trees, for the approval of the Landscape Architect. A minimum of 24hrs notice is required to
2.06 Aluminium arrange inspection for approval.
Maintenance shall be performed by a horticulturally qualified person.
Pool Fence, Driveway Wall Balustrade, Entry Gates, Terrace Screens, Pool & Spa Mature Pandanus Trees: Selection & supply of Pandanus specimens will be provided by
Equipment Gates, Heat Pump Gate Client. Contractor is to provide minimum of 2 weeks notice for delivery to site. Once
Metal Fabricator to provide shop drawings for approval based on plans and details delivered, the contractor will be fully responsible for the handling, planting, irrigation and Not withstanding the 26 week limit on the establishment period, the period shall not be deemed to be complete, or
provided. All welds are to be ground smooth and concealed as much as possible. general well being of the trees. outstanding monies paid, until such time as all plant material is seen to be growing healthily,
Attachments per metal fabricator recommendations. with all defects rectified. An ongoing fertiliser programme is critical to establishing a landscape. The Contractor is to
follow recommendations provided by Hortus Group: 0448007350.
2.07 Stainless Steel
Handrails to Stairs and Pool
Metal Fabricator to provide shop drawings for approval based on plans and details
provided. All welds are to be ground smooth and concealed as much as possible.
Attachments per metal fabricator recommendations.
PRE - Preliminary | CA - Council Approval | T - Tender | CON - Construction
DRAWING TITLE
SPECIFICATION
DESIGN : MS
-
DOCUMENT : RY/AL
NOOSA COUNCIL PROJECT : 2017008
APPROVED PLAN
OPW18/0155 19 SEP 2018
DRAWING NUMBER REVISION
2017008-001 02
Section 13
STAGE 4A STAGE 4B
SYMBOL BOTANICAL NAME COMMON NAME SIZE HEIGHT (m) SPREAD (m) CALLIPER(mm) QUANTITY
SYMBOL BOTANICAL NAME COMMON NAME SIZE HEIGHT (m) SPREAD (m) CALLIPER(mm) QUANTITY
Trees & Palms
Trees & Palms
ARC cun ARCHONTOPHOENIX cunninghamiana Bangalow Palm 200L 4.5 1.8 150 12
ACM hem ACMENA hemilampra Bush Satinash 200L 3 105 65 6
ACM hem ACMENA hemilampra Bush Satinash 200L 3 1.5 65 19
CAL col CALLITRIS columellaris White Cypress Pine 45L 2 1.2 35 3
ACR imp ACRONYCHIA imperforata Fraser Island Apple SUNSHINE COAST
100L 2.7 1.5 45 6
CUP ana CUPANIOPSIS anacaroides Tuckeroo 200L 2.7 1.5 65 3 Unit 7, Level 1, Capital One
ALL lit ALLOCASUARINA littoralis Black She-oak 45L 2 1.2 55 25
Eumundi Quandong 9 Capital Place
ELA eum ELAEOCARPUS eumundii 200L 3.8 1.8 65 17
COR int CALLITRIS intratropica Cypress Pine 45L 2 1.2 35 3 Birtinya, QLD 4575
PAN tec PANDANUS tectorius Screw Pine EXG. 5 5 N/A 4 T + 61 7 5499 6188
CUP ana CUPANIOPSIS anacaroides Tuckeroo 200L 2.7 1.5 65 8
PTY ele PTYCHOSPERMA elegans Solitaire Palm 200L 4.5 1.8 100 23 F + 61 7 5499 6711
ELA eum ELAEOCARPUS eumundii Eumundi Quandong 200L 3.8 1.8 65 12
EUC ter EUCALYPTUS tereticornis QLD Blue Gum 45L 2.4 1.2 30 4 RAN fit RANDIA fitzalanii Native Gardenia 100L 2.7 1.5 45 10 © Place Design Group Pty Ltd A.C.N. 082 370 063
All information displayed, transmitted or carried within this drawing is
SYZ leu SYZYGIUM leuhmanii Small Leaved Lillypilly 100L 2.7 1.5 45 2
LOP con LOPHOSTEMON confertus Brush Box 100L 2.7 1.2 45 2 protected by Copyright and Intellectual Property laws.
The information contained in this document is confidential.
MELICOPE elleryana TRI lus TRISTANIOPSIS 'Luscious' Luscious 100L 2.7 1.5 45 3 Recipients of this document are prohibited from disclosing the information
MEL ell Pink Euodia/Corkwood 100L 2.7 1.5 45 1 herein to any person without the written consent of Place Design Group.
Annotated dimensions take precedence over any measures of scale.
MEL qui MELALEUCA quiquenervia Coastal Paper Bark 100L 2.7 1.5 40 14 Verify all dimensions on site prior to construction.
This drawing may display with permission a combination of specialist and
other consultant(s) input and linework.
PAN tec PANDANUS tectorius Screw Pine EXG. 5 5 N/A 7 Nominated specialist and consultant information contained within this
document is referenced from their supplied documentation and is
PTY ele PTYCHOSPERMA elegans Solitaire Palm 200L 4.5 1.8 100 36 contained in this document as indicative only and not for construction or
certification purposes.
RAN fit RANDIA fitzalanii Native Gardenia 100L 2.7 1.5 45 18
PROJECT
SYZ leu SYZYGIUM luehmannii Small Leaved Lillypilly 100L 2.7 1.5 45 15
TRI lus TRISTANIOPSIS 'Luscious' Luscious 100L 2.7 1.5 45 10 SETTLER'S COVE
STAGE 4A & 4B
STAGE 4B
STAGE 4A CLIENT
HEIGHT SPREAD SYMBOL BOTANICAL NAME COMMON NAME SIZE HEIGHT (m) SPREAD (m) QUANTITY
SYMBOL BOTANICAL NAME COMMON NAME SIZE (mm) (mm) QUANTITY
Shrubs
CAPE BOUVARD PTY LTD
Shrubs
ACM AM ACMENA 'Allyns Magic' Allyn Magic 200mm 350 300 170
NOTES
ACM AM ACMENA 'Allyns Magic' Allyn Magic 200mm 350 300 183
BAN CC BANKSIA 'Coastal Cushion' Prostrate Banksia 140mm 250 200 55 ALL MEMBER SIZES, CONNECTIONS, FOOTINGS ETC
BAN CC BANKSIA 'Coastal Cushion' Prostrate Banksia 140mm 250 200 187 ARE TO BE CONFIRMED BY AN ENGINEER. SIZES
CAL AW CALLISTEMON 'Anzac White' White Anzac 140mm 250 200 316 NOMINATED ARE INDICATIVE OF FINAL APPEARANCE
BLE ind BLECHNUM indicum Swampwater Fern 140mm 300 250 50 REQUIRED. CONTRACTOR IS TO PROVIDE SHOP
CAL GBF CALLISTEMON 'Great Ball of Fire' Great Ball of Fire 200mm 300 250 92 DRAWINGS FOR APPROVAL BEFORE COMMENCING
CAL AW CALLISTEMON 'Anzac White' White Anzac 140mm 250 200 290 CONSTRUCTION.
CAL RR CALLISTEMON 'Rocky Rambler' Rocky Rambler 200mm 200 300 271
CAL GBF CALLISTEMON 'Great Ball of Fire' Great Ball of Fire 200mm 300 250 209 ALL WATER PROOF MEMBRANES, HYDRAULIC
COR rub CORDYLINE 'Ruby' Cordyline 200mm 200 300 189 FITTINGS, ELECTRICAL / LIGHTING FITTINGS AND
CAL LJ CALLISTEMON 'Little John' Dwarf Bottlebrush 200mm 350 300 146 REINFORCED CONCRETE STRUCTURES ETC TO
DOR pam DORYANTHES palmeri Palm Lily 300mm 700 600 10 ENGINEERS, ARCHITECTS, HYDRAULIC ENGINEERS,
CALLISTEMON 'Rocky Rambler' Rocky Rambler ELECTRICAL ENGINEERS DETAILS AND
CAL RR 200mm 200 300 737 SPECIFICATIONS.
GAR flo GARDENIA florida Gardenia 300mm 500 400 138
CORDYLINE 'Ruby' Cordyline SIZES NOMINATED ARE INDICATIVE OF FINAL
COR rub 200mm 200 300 282 Spider Lily APPEARANCE REQUIRED
HYM lit HYMENOCALLIS littoralis 140mm 250 200 55
GAR flo GARDENIA florida Gardenia 300mm 500 400 326
IXO GF IXORA 'Gold Fire' Gold Rush Ixora 200mm 300 300 391
HOV acu HOVEA acutifolia Pointed Leaf Hovea 140mm 300 200 105 METROSIDEROUS 'Fiji Fire' Fiji Fire
MET FF 300mm 700 300 26
IXO GF IXORA 'Gold Fire' Gold Rush Ixora 140mm 300 400 486 METROSIDEROUS 'Little Dugald' Little Dugald
MET LD 200mm 300 300 248
LEP fla LEPTOSPERMUM flavescens Tea Tree 140mm 300 200 100
NAN GS NANDINA 'Gulfstream' Gulfstream Nandina 200mm 300 300 143
MET FF METROSIDEROUS 'Fiji Fire' Fiji Fire 300mm 700 300 87
RHA exc RHAPIS excelsa Rhapis Palm 400mm 1200 600 16
MET LD METROSIDEROUS 'Little Dugald' Little Dugald 200mm 300 300 522
SYZ AS SYZYGIUM 'Aussie Southern' Aussie Southern 45L 2000 700 27 FOR APPROVAL
MIC COC MICHELIA 'Coco' Port Wine Magnolia 200mm 400 300 25
SYZ cas SYZYGIUM cascade Cascade 45L 1200 1000 113
NAN GS NANDINA 'Gulfstream' Gulfstream Nandina 200mm 300 300 107 ISSUE CODE ISSUE DESCRIPTION BY CHK DATE
01 CA COUNCIL APPROVAL RY MS 22/06/2018
NEO com NEOREGELIA compacta Bromeliad 140mm 250 250 18 02 CA COUNCIL APPROVAL RY MS 25/07/2018
NEO she NEOREGELIA sheba Sheba Bromeliad 140mm 250 250 18
SYMBOL BOTANICAL NAME COMMON NAME SIZE HEIGHT (m) SPREAD (m) QUANTITY
RHA exc RHAPIS excelsa Rhapis Palm 400mm 1200 600 20
SYZYGIUM 'Aussie Compact' Aussie Compact Groundcovers
SYZ AC 45L 1500 700 19
CIS ED CISSUS 'Ellen Danica' Grape Ivy 140mm 200 200 493
SYZ AS SYZYGIUM 'Aussie Southern' Aussie Southern 45L 2000 700 48
GRE RM GREVILLEA 'Poorinda Royal Mantle' Royal Mantle Grevillea 140mm 200 200 130
SYZ cas SYZYGIUM cascade Cascade 45L 1200 1000 352
WESTRINGIA 'Grey Box' Grey Box Westrengia HIB sca HIBBERTIA scandens Snake Vine 140mm 250 300 155
WES GB 140mm 200 200 160
LOM hys LOMANDRA hystrix Slender Mat Rush 140mm 300 200 194
MYO ell MYOPORUM ellipticum Boobialla 140mm 150 250 68
HEIGHT SPREAD
SYMBOL BOTANICAL NAME COMMON NAME SIZE (mm) (mm) QUANTITY VIO hed VIOLA hederacea Native Voilet 140mm 75 200 81
Groundcovers
ACA ste ACALYPHA 'Stephie' Red Cat Tails 140mm 100 200 22 PRE - Preliminary | CA - Council Approval | T - Tender | CON - Construction
CAS FF CASUARINA 'Free Fall' Cascading Casurina 140mm 200 300 309 DRAWING TITLE
CIS ED CISSUS 'Ellen Danica' Grape Ivy 140mm 200 200 723 PLANTING SCHEDULE
GRE RM GREVILLEA 'Poorinda Royal Mantle' Royal Mantle Grevillea 140mm 200 200 183
HIB sca HIBBERTIA scandens Snake Vine 140mm 250 300 130
LOM hys LOMANDRA hystrix Slender Mat Rush 140mm 300 200 552 - DESIGN : MS
MYO ell MYOPORUM ellipticum Boobialla 140mm 150 250 860 NOOSA COUNCIL DOCUMENT : RY/AL
PROJECT : 2017008
TRA jas TRACHELOSPERMUM jasminoides Star Jasmine 200mm 200 300 10 APPROVED PLAN
TRA VA TRACHELOSPERMUM 'Varieagata' Variegated Jasmine 200mm 150 200 83 OPW18/0155 19 SEP 2018
VIO hed VIOLA hederacea Native Voilet 140mm 75 250 75
DRAWING NUMBER REVISION
2017008-004 02
Section 14
REFER TO DRAWING #0
27
17
.98
REFER TO DRAWING #02 REFER TO DRAWING #02
18
18
.31
.14
REFER TO DRAWING #01 REFER TO DRAWING #01
21
.11
16
18
.06
.62
18
.42
19
19
20
.29
.76
18
18
17
20
17
17 16.
.54
.75
.85
.81
.7
.69 82
18
STAGE 4A
16
SUNSHINE COAST
.61
19
.30
Unit 7, Level 1, Capital One
19
17.75
19
18
.36
.00
19
.28
18
9 Capital Place
.41
21
.94
.43
20
Birtinya, QLD 4575
18
21
17
.79
.38
16
T + 61 7 5499 6188
19
.99
.66
18
21
17
19
F + 61 7 5499 6711
.19
17
.90
.50
.03
© Place Design Group Pty Ltd A.C.N. 082 370 063
19
All information displayed, transmitted or carried within this drawing is
.58
16
19
.96
.28
protected by Copyright and Intellectual Property laws.
18.0
The information contained in this document is confidential.
19
.08
18
Recipients of this document are prohibited from disclosing the information
21
21
.49
19
.44
herein to any person without the written consent of Place Design Group.
.46
19
19
.74
Annotated dimensions take precedence over any measures of scale.
.39
.80
19
18
.91
Verify all dimensions on site prior to construction.
.88
This drawing may display with permission a combination of specialist and
19
other consultant(s) input and linework.
.40
18
19
Nominated specialist and consultant information contained within this
19
.15
.36
document is referenced from their supplied documentation and is
.97
contained in this document as indicative only and not for construction or
3
2 certification purposes.
1
19
18
UP
.57
.36 .53
18
16
PROJECT
19
19
.27
.55
.11
.29
18
19
18
19
.14
.67
.98
SETTLER'S COVE
17
4 5 6
20
.54
20
19
.84
17
.00
.21
PL
STAGE 4A & 4B
18
19
19
.82
7
.39
.89
.39
19
21
19
PL
.40
.01
.02
20
19
.52
CLIENT
REFER TO DRAWING #04
PL
20
20
20
.09
.18
19
19
.35
.99
19
19
CAPE BOUVARD PTY LTD
PL
19
PL
.47
18
.50
.46
PL
19
.77
19
.48 .48 19.5
19
.29
18
.47
.11
19
PUMP ROOM
19
18
19
.98
The text continues on section 15.
Used in these records
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