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Changes Application - MCU15/0023.02
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I
I
1. GENERAL
1.1. ALL WORK SHALL BE IN ACCORDANCE WITH CURRENT NDOSA COUNCIL SPECIfiCATIONS AND
NOTES:
STANOARD DRAWINGS, WHERE THEISS DO NOT APPLY THEN THE INSTITUTE OF MUNICIPAl. SITE ADDRESS,
ENGINEEFIS OF QUEENSlANO STANDARD DRAWINGS AND AUSTRAUAN STANDARDS lOR 44 SEAVIEW TERRACE, SUNSHI~E BEACH, OLD. 4140
OTHERS IF NOT IN QUEENSLAND).
REAL PROPERTY DESCRIPTION,
1.2. IT IS THE CONTRACTORS RESPONSIBILfn' TO COMPLY WITH ALL RELEVANT LEGISLATION.
LOT 58 ON RP01010
1,3, IT IS THE RESPONSIBlUTY OF THE CONTRACTOR TO MAINTAIN THE STABILITY OF ANY
NOTE; ALL STRUCTURE (INCLUDING POOL) TO PROPOSED DEVELOPMENT:
TEMPORARY ~K ON SITE.
NEW 131 TYPE KERB PER NOOSACOUNCIL STANDARD BE fOUNDED BELOW THE LINE OF LANDSLIDE
\,4, NO WORK IS TO COMMENCE ON SITE UNTIL APPROVAL TO PROCEED HAS BEEN GIVEN BY THE NEW ClASS 1 BUIlDING
DRAWING NSD-9001D. NOMiNAl SOOmm BEYOND KERB INFLUENCE PER THE GEOTECHNICAL
SUPERINTENDENT. INVESTIGATION REPORT PROJECT NO.
AD"PT'"
1.5. THE ComRACTOR SHAll. TAKE All REASONABlE AND PRACTICAl. MEASURES TO ENSURE 112_'460$. DATED JANUARV. 2013 BV SOIL 1. DO NOT SCALE FRO~I THIS DRAI"IING.
MINIMAL IMPACT ON Tl1E ENVIRONMENT. SURVEYS ENGINEERING.
1.6. ALl. MATERIALS ARE TO BE IN ACCORDANCE WITH NOOSA COUNCIL POLICIES AND 2. ALL DIMENSIONS ARE IN METRES U.N,O
SPECIFICATIONS
NEW STORIolWATER PIPE TO KERB ADAPTERS STORM WATER TRENCHES TO 3. ALL HEIGHTS ARE IN METRES ABOVE OROINANCE
2. CLEANING evE PIT WITH SLOW RELEASE
EARTHWORKS MAXIMUM fLOW TO KERB 25 US TOTAL AU ROOF BE 1m CLEAR FROM THE DATUM U.N.O.
TO lm31NFIL TRATlON PIT
>2. FILUNG SHALL BE COMPACTED H\I ACCORDANCe"""TH TABLE S.l OF AS1798 WATERMAXQ20.10US PROPERTY BOUNDARY
REfER TO TYPICAL DETAIL
REfER TO STANDARD DRAWINGS R5-001 4 Tl1IS DAAWlNG IS TO BE READ IN CONJUNCTION WITH
2.3. ABSOLUTE MINIMU,", DENSITY RATIOS ARE THE FOLLOWING
LANDSCAPED ROCK ALL RELEVANT ARCHITECTS AND ENGINEERS
2.3A COMMERCIAl. FILL. 98% sm
DRAWINGS AND SPECIFICATIONS.
2.3,13. SUBGRADE EXCEEDING 300mm aaow PAVEMENT - ~% S10
150 RP BOUNDARY ,so
2.3.C. SUIJ.GRAOE WITHIN 300mm OF PAVEMENT. 95% sm
-----'\ LEGEND:
,.. ./ -_ 'W __ NEW STORMWATER PIPE
AU. EARTHWORKS SHAlL BE CARRIED OUT IN ACCORDANCE WITH AS3798 AND SUPERVISION
~--"----;.~~
---(7/
TO LEVEL t SHAll. BE SUPPLIED BY THE CONTRACTOR. THE CONlRACTOR SHALL EMPLOY A -- ,,-- EXISTING STORMWATER PIPE
-- -".,,, c::~::::2:0"-MN-"-'-"-"-':'
OUALIFIED GEOTECHNICAL ENGINEER WHO IS A REGISTERED PROFESSIONAl. ENGINEER OF
OUEENSLANO TO UNDERTAKE lEVEL 1 SUPERVISION OF EARTH'iVORKS ANO WHO SHAll
...
CERTIFY
2,4A
2A.B.
IN WRmNG
SATISFACTORY
THAT
TREATMENT,
AU
ThE FOLLOWIOO:
STABIllTY
GENERAl.
TREATMENT
OF Tl-tE WORKS
EARTtfNORKS
OF EXISTING
SHORT
OPERATIONS.
AND LONG TERM
FilL., TREATMENT
I.E. STRIPPING,
OF ACID SULPHATE
SUBGAADE
SOILS.
\ \ ..
~;> I FOR CHARGED SYSTEM
020
TO STREET
FLOW OF 10US
DATE: ".052017
ETC. HAVE BEEN UNDERTAKEN SATISFACTORILY AND IN ACCORDANCE WITH 1\ ~//
._;/"'\', /) I
AS3798 AND THE GROUNDWORKS SPECIFICATION JOHN TUXWORTH RpEO:6162
2,4.C. TIIAT FILL MATERIAL HAS BEEN PLACED "'NO COMPACTED TO TtIE REQUIRED
'
J
I
MINIMUM DENSITY
~.oa.2Qlr fOIl CONSTfll.lerlOtl
AREAS OF CUT TO BE ALSO SUBJECT TO BE PROOF ROLLED AND COMPACTED TO THE SAME // .-' -'
IUlIUOl1 f'O/;l CO>;STfUIC'tlON
2,6.
STANDARDS
ALL EARTHWORKS
AS FILL AREAS.
SHALL BE IN ACCORDANCE \'\IlTH GEOTECHNICAlINV£STtGATION REPORT
,<.' _MM
~:-- Il \ / g~~~A~~iHO~C:SSC \
OUl5.201/
1~,=1I
f'O/;l cot..S'tRue'tJ:JN
FOl'ICOI<S'tRl.IC'tlOlO
--/- - .(--- ,._.. //
HEAVY OUTY HEEL PROOf [ '8.',.20.1I TEND£R ISS"'"
PROJECT NO 112.lol.608 DATED JANUARY 2013 BY SOll.. SURVEYS ENGINEERING
3. DRAINAGE
0"''' D
C
:lO.'tl.2Ol,
0l.10.201'
CCOllOl •••••'tION IGSUE
COOllOl!~1'lON ISSUE
3.1. ENSURE THE INLET OF INFILTRATION TRENCHES ARE PROTECTED WITH AN APPROVED LEAF 1I ZZ.05.2O" FOll"""I!OVM
AND SILT GUARD " 1',05.20" PIlEUVI'lAA't!S.sUE
/ '\---1//
J---1
REV oo.n DESCRII'TION
>2. THE INFIL TRATlON TRENCH IS TO BE WRAPPED IN BIDIM A24 GEOFA£lRIC
3.3. THE INFlL TAATtON
TO REMOVE
TRENCH
ANY SILTS OR SIMILAR
IS TO BE BACKFLUSHED
MATERIALS
ON A REGULAR BASIS lEVERY 3 MONTHS)
.. -_1.:",@,,,,, .. .... . . . .-
~'lN~-
.~.,/ '1
\"J." , 'b
,.---- 00"""""",-, __ 000__ ••••.•
_./ .. ,--
3.4- THE INFIL TAATtON PIT IS TO ONLY BE USED FOR THE DISPOSAL OF STORMWATER
1--~;-'T--- i
~~---"- "•..r--.J.- •..--------;r-,.--.- -- ~ -~ --- '"
-t--;,- ---
3.5. SETOUT FOR FIElD INLETS IS TO CENTRE LINE OF STRUCTURE; HEIGHT TO fiNISHED SURFACE.
3.8. STORIolWATER DRAINAGE WORKS SHALL USE uP\lC CLASS SNO TO AS1273 PRECAST RRJ.
REINFORCED CONCRETE PIPE CLASS 2 TO AS4058. -=-=:....... _--1-=:- -.:. ."o~'~
3.7. ROOFWATER DIWNAGE TO CONNECT INTO PITS AS REDUIRED.
~OUNO;;Y--
/ ~~...'.,' II'"
3,8. SUB-SOIL DRPJNS ARE TO BE PROVIDED TO THE REAR OF ALL RETAINING WALLS WITH
._._-~
,so
SUFFICIENT FALL TO DRAIN TO INFILTAATION TRENCH '50
WATER TANK OVERFLOW TO
3.9. THE CONTAACTOR IS TO CONFIRM & VISUALLY LOCATE AU. SERVICE CONDUITS & CON"IRM ,,~-1..r:
'c "
BAGEL TOROIDUNDERGROlJND
WITH UGHT TRAfFICABLE
WATER TANK
ACCESS LID (OR
INFILTRATION TANK
CATHERINE BASTOCK &
WITH THE SUPERINTENDENT PRIOR TO CONSTRUCTION.
/ 0," '\ ". APPROVED EQUIVALENT) LOCATED U~ER
ROBERT MEAD
I GARAGE STRUCTURAL SLAB
INFILTRATION TANK OVERFLOW VIA
I '~~ \ MINIMUM5000LCAPAClTY. MAINTAIN EXlSTING LANDSCAPED AREA VIA SHEET FLOW
DIMENSIONS: 3.8Lx2.4WxU D
/ STORMWA TER PIPE TO TOWARDS UNINHABITED REAR OF SITE
' LOCATION AS PER ARCHITECTURAl. DAAWlNGS
DISCHARGE TO INfiLTRATION
TANK AT REAR
_ I
/ /
II
OVERLAND
~~Il.NNEL r SHEET FLOW PATH TO KERB AND
N WESTERN EDGE OF ROAD,
3.5m3 STORMWATfRINFILTAATlON
CONTAINING 10. ATlANTIS
OR SIMILAR APPROVED
TANK
FLO-TANK TRIPLE
\
o PopovBass
DIMENSIONS: 6050>;400.1 310mm
EXlSTING ~~:~ __ \ / "
STORMWATER MANAGEMENT PLAN
NOMINAl. LOCATION OF
EXlSTING KERB SIDE INLET ~1
\ SCALE 1,100 architects
L\
PAVEMENT TO
STRUCTURAl. ENGINEERS
44 SEAVIEW TERRACE,
l
ERB IL 23.78
DETAILS
SUNSHINE BEACH
NOMINAL FINISHED
RooFVVATER
CONCRETE ENCASED LEVEL 22.00
DOWNplPE PER
1000 BACKFLUSH AND HYDRAULIC DETAILS
OVERFLOW POINT
TIMBER
rflETAlNING
SLEEPER
WALL TO 450. 450GUUY PIT AT
0~
I ARCHITECTS DETAIL 600 DEEP WITH built environment collective
< BE• Collective>
IMF'ERMEABLE ltD SCREW CAP WITH '0'
RING
engineered design
,, Itruc1ural I crvn I hydraulIc: I ESD
• ,, ''''''1 9 Prospect 51. Fortitude Valley. Old. 4000
tel.: .•61 (07) 3252 1001. www.becclleclive.net
I I ,, ,
U , , GRAVa SOAKAGE
Im.lm.lm
BED
L CHARGEOROOFWATER
UNETO KERB
CIVIL DOCUMENTATION
D
WATERPROOF MEMBRANE :
AROUND EACH SlOE ONLY. -,...._ LEAF & SILT STORMWATER
1200 NOM.
, " " 1000 MIN
LEAVING ONLY BASE fREE TO--'"
INFILTRATE
DIWNAGEPIT
WRAPPED IN-
I GUARO
MANAGEMENT PLAN
I"U
SLonED 1000 AGG PIPE GEOfABRIC
SLOnED 1000 AGG PIPE
3250 NOM
vveEP HOLES IN Sloe
OF PIT AW. R.K.
INFILTRATION TRENCH DETAIL TYPICAL SECTION 1' CLEANING EYE PIT FOR CONSTRUCTION RX MAY 2015
0
q!!marnl S!IA~.IIlIUlUl [IIIICm '10!!1!l"'I~U!J~~
SCALE 1:20 SCALE 120
DETAIL ~OITUC1tlIlIllllLUI IIUI'ClISlILl FOrunUlmlJlC W IICUSAII1 am CHICO.
A.S.@A1
SCALE 1,10 .lASUWiHIl1bO AMI. COOIDI.nC.IITfrrlll IUIOUI RUIUS,
~
TIIIIUlUIll; UIUCJllRlrllll nl.ICHm~TUMl RIlISHIS
6532 C200 4
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