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Attachment B - Approved plans MCU210027
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Plans and drawings
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NOOSA COUNCIL
APPROVED PLAN
MCU21/0027 & OPW21/0047
10 JUN 2021
SP156216
3 6
4 RP78252
RP78252
• • •• • •• • ••••••••••
71.545
71.5 545
6
4
GTP671
• • • • ••••••
• • • •• • •• • •••••••••••
Deck GTP671
STREET
27 534
534
27.534
BM: Nail in Kerb
RL: 1.34
3 Emt A
• • • •• • •• • •••••••••••
RP142979
• • • • ••••••
534
27.534
JAMES
27.5
71.545
71.5
71 545
545
45
SP174678
• • • •• • •• • •••••••••••
4
GTP103989
1 2 3
GTP103989 GTP103989 GTP103989
CP
GTP103989
Issue:
DEBUILD T/A
ABN 40 098 481 899
Title:
Project
Date: Drawn Design
Checked: Drg No.
Document Set ID: 21499551
Version: 1, Version Date: 17/06/2021
[OCR of page images]
DRAWING SIZE —
Al
HEIGHT DATUM
LOT 3 & 4 ON RP 72986
Level Ostum AD
Level Origin PM 19568
Survey nfaten poe by
NOOSA COUNCIL
APPROVED PLAN
MCU21/0027 & OPW21/0047
10 JUN 2021
Mau ten & sesoctes
ALL STORMWATER
PIPES TO BE LAID AT
FISHED STE ORANAGE W
ACOROMNCE WT HORAUUCS
CONSULTANTS DOCINENTATIN
fo caLy aows @ 400
4:100 MIN. UNO.
HED LL CxTE/UD (WOT OF caLY
AS PER PLAN WERE STEEL) TO
Lf ReneS rom
a) EK EROVTED LL as No
"trom MN IND q PLN
?
‘uuu pre-cast — =
rT oR EU,
HESS AS 1s ED
PER aN uPUA
PRE-CAST STORMWATER PIT SECTION
raat is (ct)
a
SDAL 0 ew WS
ADAPTORS AND MANE
Fooward cooo
LEGEND
DisTNG SURFACE SPOT LES.
DOUCATES ORECTON OF RAMP UP 8
DOW AS OICATED
DOIGATES OREN OF FAL
7 FNSHED SPOON ORNS.
460 STORWMATER UNCTIN BO, HTH
seautb wo
Ferraro pa pou mis
UUNOSCIPE ane,
Sup STORMWATER Se EY MET TO
En ELOOK RETHNNG WALLS REFER
ETAL OX HS
MH-OT STORUMATER WANE, TH
SEALE LDN ACCORDANCE WH
‘tun So 6. 95-020
{Wov-RoROMA) a CON STANDARDS
0-150
1s GRATED ORAM WH HEAP
DUTY RATE
DOICATES PROPOSED FNSHED
SURFACE /NVERT LEVELS OF ROMNATED
Swans
nova ea ac
SUPPLY L
NOIGATES ENISING SEVER UNE
OATES MATER Ma APPROK
AJQWENT, SULDER To CONFRW EXACT
LockTEN Fa6# TO WoRES
CATES TELSTRA LNE APPR
AJQWENT, BUIDER TO CONFFW EXACT
TcaMEN F108 To HERES
OATES STERWATER DRA PROPOSED
15 NOTE) MNT 10D FALL UMESS
NOTED OTFERWSE
NATES ROOF STORMNATER DRAINS
AEFER HIDRAULC CONSULTANT 70%
ews
NOCATES DOMPES FROM ROOF. REFER
FORA CONSULTANT FR CETALS
www.dialbeforeyoudig.com.
DIAL1100
BEFORE YOU DIG
— 4 sos wie
Sfustan evra 2 va
nocars easme sare canons Se ys
one ser {
hots me sce cote
2/5474. HS (ALK)
i aT in 100 uN
STALL To NEW KES i
ADAPTORS AND WANE S
Foor coo
¢ = \SH PIPE TRENCH/PIPE BEDDING & BACKFILLING
UNDER N.G.L. TYPICAL SECTION
‘0 MN
eneo.ene
hohe
‘SWE ~ TYPICAL DETAIL
S's TO SE LOCATED ADWAUEST TO LOW PONT
IN aciboRNc ALOWENT TO CAPTAE PONING
CAUSED BY RETANNG WAL CONSTRUCTION RETER
DETAL BALDER To DETERVNE Ov STE
Fy = P08 PIC
STREET
swe swex——
Atco RENE MLL
is sere
Soe PFE MT CANE
aru on
raveaene nse
eo Auo
ee AGEINNG
an
woime \
sEOTION
0
GALYANSED KER ADAPTOR To LOCAL
AMERY STAOHDS 1 PA
‘arvour
Lexa ns a6 pees To
STILL CALVANSED KEE AO4PTOR
WT NEAT, Tea
fom La 10 HAE
NG ATE 9D
[ESING STORMNATER NFRASTUCTIRE
{BERGA MSS
[REFER 10 Dg FR ETALS.
RESIDENTIAL J
e DEVELOPMENT a eLeAC ISIE
7 oP
UNIT 1 wv %
L250
mam
ure sn — sn — 0 —— 9
unr 2
ince
DEVELOPMENT
| UNIT 4
| m2
man
SISSON
[ esewmae sve] ant
INSTAL REECE WE TO
ADHP TR” (P00, ce 30284),
Jo ap>eove EXUNELANT AS PER
MANUFACTURERS SPECFCATINS.
50.0
2/258 x40 RAS
i. cur, APES ACROSS
OAT WERE
SECTION DETAIL
STAND-UP KERB ADAPTOR TO
EXISTING KERB DETAIL (RHS)
(0 ACCORDANCE WIA IPNEA STD RG, ROB" AND CONCH STANDARDS)
JAMES
Sov oe tow oaANAT
TD DBIONSTAE
el Tus Loco
TBE ETERUNED A ATDRALES
Ni RAE THEA,
I
1
cP
SITE PLAN
Seale 200
CONSTRUCT.
STORMWATER MANAGEMENT PLAN
SIDE-Ct FO DEALS.
TER oy Sg
rood ocas,
eI
NEW STORWWATER UNE 10 '
1
“WH ORANNG 5 10 9 READIN CONANCE
WT THE STORUAETER ANAC
SEG CONSLLING ENGR
AL SERCES SHOML ON THE PLN ROKATIE
ONLY CONTRACTOR To LOHTE AL SEES
FRX SOMENCNG RE SEAL
‘ERs A610 PROTEC
SccvONCE MW HE AUTH SPASLE
fom He Seavce
Pe
ferent
NE wa
Rat ExvROMOOMLe 2
i FLSH OUT vt
STN (BATE WERE NO
RSW RSW
| 1508 PV
ae a
FROWDE.NSPECTIN
riba
soar 1S 10S sroewnates
‘NFLOW TL TL
S =
At
TE
PROMDE SLOTED APE
"ROUGH BOTTOM OF
PPE CLA
SHEL PPE CLAN,
BPD A SON nH A OT RETR
PROMDED ALING HE OW LNES
AUSDRAIN INFILTRATION SOAKER PIT DETAIL
STORUWATER QUNET
ALL PPE PENERATONS THROUGH THE
a Ge 0 ED WH SNESS
SING MANHOLE TO BE
AED TO FRSHED GRONO
LEVEL FER DETALS cH Re
106-5
1
i
S's To 3 LOCATED ADAGE TO Low PNT
TW NecABOANG ALLOTVENT To CAPTARE POAUING
CAUSED BY RETANING| WAL CONSTRUCTON AER
ETAL BADER 0 OFTEN OH STE
PROMDE on0Ps aT exc
0 OF THE AT
Wa TagouG ORAM T
JME SLOTRD PEN TE
is
4
FRM TE
KERB OUTLET (2)
2
1p oom ral we
UNOFF To COUNCIL
INFRASTRUCTURE
a
WATER CYCLE DIAGRAMATIC
Inriureenon ens
TREAT FRST FLUSH RUNOFF FROM ROOF'S
STORAGE JNO ONGONG NFILTRETON.
REDUCES DEVELOPED STE FUNOFF
CONSTRUCTION NOTES
GENERAL:
1D NOT SALE FROM TH ORANING,
2 AL ua W MLE
SETING 007 DMENSIONS AE TO BE COTANED FROM THE
‘eateztaa. Seas
4 ANY DSCREPANCES GETEEN THESE DRAWN AND THE
ARCHTECTIRAL ORRANGS ARE 10 BE REFERRED TO THE EXGNER
en
5. THE WL eo cAI AL IG SES
THO AND ADACENT THE ALLOTMENT 00 SHALL EXSLRE HAT AL
Aer won oe SCEROACE MT Te ATC GEA, DTA
Ue Duce
HYDRAULICS
HYDRAULIC SERVEES SHOW ARE DIAGRAMATE. OLY, REFER TO
ARCHTECTIRAL ORRANOS FOR LOCATINS OF FICURES.
2A SAMTARY HNORALUES AND WATER RETCALATI. MTN THE
SWLOTENT SOUNDARY TOBE W ACOUROANCE WT AS3500
5. ALL WORK SHALL COUPLY WITH THE AEQUEMENTS OF auTHORMES
Hi SICTON, AFTER GRTANNG ALL NECESSARY PERT AND
sprRovis,
REO 1 PE fom LEG
ON THESE AND ASSOCITED FLA 00 NOT
tach Wn Te OECD PPE ROHS PAO THE COMENCN OF
ce
5.AL TREH EYCAVATENS AND CONSTRLCTON TBE Wi aCc0=D
WW RORIOLACE HEALTH SAFETY 969 AND ANY HMENOMENTS 0
"HE VINE REDULATON CT,
6 STORMWATER O2ANAGE PPES SHALL BE LAD AT & UNMAM GRADE
FTN 100 UNO. AON ARE TO BE CONSTRACED ACCORDANCE
TH THE MANUFACTURERS AEQUREMENT, (REFER NOTE")
2. AL PRECAST CONCRETE PPES aN TO MANUFACTURED CORD
vith As se
{STORMWATER PPES SHALL GE THE FOULONNG CLS
‘1 RENFORCED CONCRETE ES (RP) = CLASS 2
{32 aPWC 006 OR GREATER = GLASS ‘NB,
33 ‘Siow APES = CLASS ‘st
9, AL GG PES TO HEE FUNDS UN
Sb Ss = AER EN OL
3 Rc Eo OF GATE = FS
1 STOMA TES BY INUAAIE CORSLTANS 0
cuss ‘Hu
“LST SM MAD FED CALY/METS w acconnece
WI AST AND AS ESOHEED WELOR
1 MMM ELD METS >| DE — SEP ROS
112 MANHGLES 0 50-80 OBE = STEP ONS.
3, MANHCLES > OEEP = FED ACESS LAER
CLSEMRS lr OM, UPHE UN. AND LAD AT A MINMAM CRAZE
FN,
SLE ky NK tN EON
13%, Gsm Dk 08 LESS
CUS 12 LIER
HAL ABOVE GROUND AND IERNAL WATER SUPPLY FPEWORE. TOBE
THE 8 OPER
's HATER SERVICES ARE NOT PEMITED N GROUND LABS AND AL
AAINS AND CONNECTIONS SHALL BE WATE ABOVE THE SLB
'LFRE HVORANTS ARE TO SE STALED ARE TO BE RSTALLED
ACCORDANCE WIM ASZA8 HOSE REELS ARE TOE NSTALED WN
ACOCRDANCE WT ASz4e
CLEAN-OUTS, WSPECTIN OFENNGS AND CLOSNG CAPS SMUATED N
‘EMCULAR OR PEDESTAN PAVEMENTS ARE TO OE FTED MTH ETHER
BRASS OF CAST-IRQN COMERS.
TALL N-GROND VALVES SHALL BE M ACCORDANCE WM APPROVED
CONGRETE Pa Goes.
‘ALL MASTE PES AND WATER SERMCES PEXETRATNG SLABS TE
YGAPPED IAN APFECIEDFLEMBLE JONT ONT WRAPPNG.
HE TEW SERVOE REFERS T THE MMM TERIAL PE
DAMETER UNLESS NOTED OTHERS.
SUE.
sy PPE
key.
aT asm srw
Enc NRE ONAL
DISTNG SEWER MANKELE
EINE ENT CECT FT
EGR BISING ENCE oF aTLMEN
KC BISING RE
NSL Nena Suerace
FA Re WKN
TP Lsra pt
Ep EECRCAL POWER POLE
He DISTNG HERING
RAFAL
oor anor
[FOR APPROVAL
DO NOT SCALE FROM THIS DRAWING
* STORMWATER MANAGEMENT
LAr
30-32 James St,
Noosaville
ea a
703.845 | Se, 7 [31026-SWt.1 ‘A
Document Set ID: 21499551
Version: 1, Vel
rsion Date: 17/06/2021
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