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Approved Plans MCU21-0082 & OPW21-0122
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3 6
4 RP78252
RP78252
• • •• • •• • ••••••••••
71.545
6
4
GTP671
Office Building
Pool
Single Storey • • • • ••••••
• • • •• • •• • •••••••••••
Unit Building
Deck GTP671
STREET
27.534
BM: Nail in Kerb
RL: 1.34
3 Emt A
• • • •• • •• • •••••••••••
RP142979
• • • • ••••••
27.534
Single Storey
Unit Building
JAMES
Building Carports
71.545
.5
SP174678
• • • •• • •• • •••••••••••
4
GTP103989
1 2 3
GTP103989 GTP103989 GTP103989
CP
GTP103989
Issue:
DEBUILD T/A
ABN 40 098 481 899
- Title:
NOOSA COUNCIL
APPROVED PLAN Project
MCU21/0027 & OPW21/0047
10 JUN 2021 Date:
Checked:
Drawn
Drg No.
Design
[OCR of page images]
DRAWING SIZE - Al
HEIGHT DATUM
I LOT 3 & 4 ON RP 72986
Level Oats AD
| Level rigin PW 19568
Suney ition poe by
Nar Wveson& Hoste
ALL STORMWATER
PIPES TO BE LAID AT
4:100 MIN. UNO.
DRANAE PPE SUES
215 NOTD.
prove conencred
SEONG SAND
4 4 KEY
g = 2 x swr
z 2 ye ci
£ = = zs 2 SMH
z 3 g 35 as
2 3 = 27-7" gg] E08.
s i apne ene nes 1 23| rec
x 3 - g Be ASL
B 3a/s F __ B) sts ® fi
3 00mm gp-----— 600mm e
b So7im ae ee
powm nop SSS SSS
ea Si 8/8 8
246 38 Be :
Stn MN TH, COvPHCED
an WER UNE® 98, °
in aera tis wom 3 le s eg
iL 5 |° = 2 3
(GROLE nen LES Cte 6
[BUILDER TO POT HOLE LOCATE AND
|CONFIRW EXISTING SERVICES LocaTiONS|
ac LEVELS BEFORE ANY EARTHAORKS | —
JARE CARRIED OUT. REPORT ANY
DISCREPANCIES TO THIS FIR
m
LEGEND
-* NOICKTES EnsT SURFACE CONTOURS
wo 2X7 LBELS TO 1.
Disttc uiFHCE SOT LOLS.
ase PRECAST CONCENE STORMWATER
aNuE, WH SEALED UD
ACCORDANCE WTH CONCL SD ORG.
105-020 WoN-ROADWAY) & CONC,
STANDS
DOICATES OED 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
INICATS STORMWATER DRAWN EASTG
—sw/ex mores
sw. OATES STRWIATER DAN PROPOSED
8 NOTE MOT TOD FALL UMLESS
NOED OTHESWSE
wwwdialbeforeyoudig.com.au
DIAL1100
BEFORE YOU DIG
swe
Devoust 2 sewovE
SING WANE
reels ae
PIPE _LONGSECTION
Si sty
(10 BE TuOLSED}
w/e
se
CONCRETE PLUG
DECOUSSINED|
Bastn #P¢ BO
DEOOSIN & REMOVE
Dass ES
(70 BE orvoLsHE)
(10
BE DEMOUSHED)
DeYOUSH & RENONE
XBING WANE
CONCRETE PLUS
DECOUSSIONED |
DISTNG PPE BO
w/e sweet aw
DECOUSSIN &
ROIOWE EASING
FE
atin] (10 Be oewouste)
FPROVAL PRR
Locarens
SITE PLAN
Seale 200
CNL COMRACTR To POT HOLE
‘AND BIPOSE EASING SERIES
Fa Oe FAG TD
EMMENNG WORKS. TWACAL ALL
STORMWATER RELOCATION PLAN
“WH ORANNG 5 10 9 READIN CONANCE
WT THE STORUAETER ANAC
SEG CONSLLING ENGR
H.GL. ASSESMENT
PROPOSED RE-ALICWENT LESS LENGTH THAN
ENISTING AUGAVENT, H.GL LOSS REDUCES,
PIT HOL LOSES FOR PROPOSED ALIGNMENT
SIMILIAR/EQUAL TO EN'STNG ALENT
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
1
FE LocaTE COU sw PPE WH New 620
RC TO COANCL STANDARDS, LEVELS
Hor, peo sims Ci aA
CONCRETE B USED, TIAL. PROVDE NEW
eae ashy 1 PPE UR OF
COUNGL, FNAL LOGENON TO 5E CONFRED
\, FOLLOW ALK NSTALATEN
ENISTING STRUCTURES IN. NEIGBOURING
PROPERTIES To BE PROTECTED AGHNST
LNDERWINNNG DURING TRENCHING WORKS,
REFER CRIICAL DEPTH LINE DIAGRAM
NOOSA COUNCIL
APPROVED PLAN
MCU21/0027 & OPW21/0047
10 JUN 2021
JOE Me OMA
(RITCAL DEPTH
EISTNG STRMMATER Pt
ENFORCED CONCRETE HEADWALL
ESTNG SENER UANHOLE
E:ISING SENER OLANECTION PNT
E:ISING EDGE OF TUNE
E:NSING KEG & CANNEL
NATURAL SURFACE LEXEL
FRE HDeanT
TELSTRA IT
ELECREAL POWER POLE
EISING KEINE
DISING STORMNATER WANPOLE
10 RAED TO FNSHED
GRaUND LEVEL SEE OLN,
TO MKS
7 ete oe
‘ism smucts pune
‘Soe cmon
ve of rar
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
Te 3 oo
'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
DANCE ITH ASZ4
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
“FOR APPROVAL
DO NOT SCALE FROM THIS DRAWING
STORMWATER RELOCATION
PLAN
Me Bove agape 7
Ta ah Yo 30-32 James St,
saree Noosaville
ea a
Ce ee a
tam tinh ig eas | ee [31026-C1.1 | A
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