Approved Plans OPW21/0315

Page 2

APPROVED PLAN
  OPW21/0315
NOOSA COUNCIL
 01 MARCH 2022


[OCR of page images]
 

 

DRAWING SIZE - AT

HEIGHT DATUM

INDICATES AREA OF CUT

     
  

SATURATE GROUND ADLACENT EXCAVATION
FOR A NUM OF 24 HOURS PRIOR TO

 

 

 

  
 
  

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APPROVED PLAN
OPW21/0315
NOOSA COUNCIL
01 MARCH 2022

 

 

 

 

Rc CPPNG BEAL
ALLER OF WAL,
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SBN BY OTS este GROUND LEE
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DL SIPT EASTING STORUWATER PIT
CHW RENFORCED CONCRETE HEADWALL
DX SUH BUSTING SEVER MANHOLE

DL SCP BASTING SENER CONNECTON PONT
OB BASTING EDGE OF BITUMEN

KC EASTING KERB & CHANNEL

NSL NATURAL SURFACE LEVEL

FHL RE HYDRANT
1PELSRAPIT

EP ELECTRICAL PULER

ERD EASING KERBING

PP BASTING PONER POLE

CONSTRUCTION NOTES
GENERAL

100A oa HO TH oa
2. ALL DMENSONS W WLLME

5 Sine ou DMEM AE To BE OBTANED FROM THE
[ARCHTECTURAL DRAMNGS.

4 ANY DISCREPANCES BETAEEN THESE DRANNG AND THE
AARCATECTURAL DRAWNGS ARE 10 BE REFERRED TO THE
ENGNEER NMEDATELY

5, HE, MURR RESFOSELE FR Lac AL EHSTNG
‘SERVES WITHIN AND ADMCENT THE ALLOTUENT AND SA
IRE TAT AL Ne OS AEM AGODA WI
THE ATTACHED CATCAL DEPTH LNE AGRA.

LUNG NOTES:
THE SITE 1S TO BE SURAPED CLEAR OF ALL ORGANS
MATERIAL AND DEBRS.

~ THE SUBGRADE ISTO BE ROLLED WH A VERATNG STEEL
DRUM ROLLER TO ACHIEVE A MMMM RELATIE FELD DENSITY
OF 88% COPIES OF COMPACTON TEST RESULTS SHAL. BE
PRESENTED TO SOG CONSULTNG ENGNEERS FOR APPROVAL

= ANN FL MATERIAL TO BE CLEAN GRANULAR WATERAL (LE
SIND TO A CLAYEY SAND Ni ACCORDANCE WH ASI725 OR
MATERIAL BORROWED FROW STE AND ISTO BE FREE OF ANY
(ORGANIC MATERIAL AND HAVE A CLAY CONTENT OF LESS THAN
12 (PLASTCTY WOEX LESS THAN 25%, LNEAR SHRINKAGE OF
188). THE PROPOSED WATERL IS TD BE INSPECTED BY S06
(CONSULTING ENGNEERS PRIOR 70 TS REMOVAL TO ENSURE TS
cOPATBLIY

= THE FILLS 10 BE PLACED AND COMPACTED
ACCOROANGE WH AS3798-1996 70 A LEVEL SUFFCENT TO
AGHEVE A LEVEL 2 CERTEICATIN WITH A MMW RELATE
FELD DENSITY OF 100% UNDER PAVEVENTS & 98% UNDER
ULONE. COPIES OF COMPACTIN TEST RESULT SHALL BE
PRESENTED TO SOS CONSULTING ENGNEERS FOR APPROVAL.

= FLUNG AND COMPACTING ADJACENT EXESTNG STRUCTURES
1S 70 BE IN STRICT ACOORDANCE WTH THE ASSOCATED|
DETALS AND SPECFICATINS.

= AREAS WHERE ENISTING STRUCTURES O8 TREES ARE
REMOVED SHALL SE BACKALLED NTH THE APPROVED PLL
MATERIAL COMPACTED IN ACCORDANCE WTH ASZB70-1996 10
AGHEVE A MNMLA RELATE FELD DENSITY OF 96%.

= ANT LOOSE OR SOFT MATERIAL UNCOVERED WN THE STE
PREPARATIN SHALL BE REMOVED AND REPLACED WH THE
APPROVED FLL WATERAL COMPACTED IN ACOORDANCE WT
52870-1996 _TO ACHEVE A MNMUM RELATE FELD
DENSTY OF 98%.

~ STE DRANAGE AND SIT PROTECTION MEASURES MUST BE
ISTALLD PRIOR TO CONSTRUCTION COMMENCN.

 

 

 

Fein | Doerr oe

 

 

"FOR APPROVAL

 

D0 NOT SCALE FROM THIS DRAWING

kar ode oS aly

 

miSraecenss

OC) SCG Senesecn

 

 

“EARTHWORKS & PILING
DETAILS

 

Lots 16 N 10576, #33
Wyuna Street, NOOSAVILLE

 

Sg om Pw

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. [Preston « Diane.
1200 45. || PRE, Sf [31073-( ows -

 

 

Page 3

APPROVED PLAN
  OPW21/0315
NOOSA COUNCIL
 01 MARCH 2022


[OCR of page images]
DRAWING SIZE — AT

 

 

APPROVED PLAN e a
HEIGHT DATUM a Reem een ec ema
te a OPW21/0315 Su) Guay ae
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IrroxCersting Group

 

 

 

 

 

ENGNEER NMED TE
Tasman 5 he pes TESSOSALE FR LOCKING AL EIN
Ep ECTRCNL PULER SERVOES WIHN AND ADACENT THE ALLOTMENT AND SHALL
foe BISING xONE ENGI AT AL NEW NOS Ae ACCORDING Tie
PP BRING PMR POE ATTACHED CRTCAL DEPTS UNE OGRA.

 

FOOTPATHS AND DRIVEWAYS:
1. EXSING FOOTPATHS 70 BE SAW CUT PRIER TO REMOVAL

ANCE, WH AS 1579 AND AS 3800
& fenrorcuen abe ToS 1806 AAC CENTRAL a8
Der

FMS NTS Too WOE NET TOD WTA

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2 9. FoR CURVED DRVEWAYS, MAM GRADES APPLY TO NSE
os {Dor OF OVE
ee

10, ALL SERVICES TO E LOCATED AND PROTECTED AS REQURED
ROR TO WORK CONVENCNG

   
   
     
 

   

     
      
 

       

 

       
   
    

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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Page 4

APPROVED PLAN
  OPW21/0315
NOOSA COUNCIL
 01 MARCH 2022


[OCR of page images]
 

 

DRAWING SIZE - AT

HEIGHT DATUM

LOT 16 OW N 10576,

Level Datum AH.

Level Orign PSUNOTBAS, RL
Ane

Suey ntrmatin proved by
har Consiting Gcup

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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- ' ‘GROUND FLOOR RL 3950 SHOWN DASHED,
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Design Line Segment Lengths 2 sie iw mw 2 wt wos a
Design Line Grade & Level eigietg Fe fs : poe BEE
GR is Te
EXISTING S.L. — fe fe f
al al al
CHAINAGE — g 2 2
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CUT/FILL - 5 4 4

 

 

 

    

over sus
‘nT ver tap
Siar us Sonnac wt. £
Atm 1° ODER a

LOVER SLAB MESH TO MANTAN
Arn TOP COVER CUT EVERY
SECOND WRE 50mm CLEAR
ALONG LNE OF JOT

‘TJ) TOOLED JOINT RESIDENTIAL

SUBCRADE PREPARATION,
REFER GENERA NOTES

 

ad
DETERUNED
Ov-STE

PAVEMENT MATERIALS:

180nen N32 CONOKETE PANEMENT, SL82 MESH MI

100" CIMPACTED BASE COURSE SAND OR CRUSER DUST

 

 

SE-GMdE PRSEATEN ACCA WH PECATNS NTS
www.dialbeforeyoudig.com.au P

DIAL1100

BEFORE YOU DIG

 

 

 

DRIVE CL

DRIVEWAY LONG SECTION A-A
00

Sele I

 

SECTION ~ LAYBACK KERB & CHANNEL

NOMINAL

TO

Kemp!

L
“Sour INE

2

   

 
 

SAW UT AND
BREAKOUT

GALY R16 DOWEL
400 (1) © 450 CRS

EAKOUT
8 BACK CF KER

RESIDENTIAL CROSSOVER — LAYBACK KERB

(TPE MI KERB & CHANNEL I ACCORDANCE WT IPMEA

STO DRE. RS-080 AND COUNCL STANDARDS)

(R0SSOVER GENERALLY IN ACCORDANCE WITH PWEA
STD DRE, RS-049& RS-0S0 AND COUNCIL STANDARDS)

 

APPROVED PLAN
OPW21/0315
NOOSA COUNCIL
01 MARCH 2022

 

 

 

 

 

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FOR APPROVAL

 

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“DRIVEWAY LONG SECTION 2
DETAILS

Prope
Lots 16 N 10576, #33
Wyuna Street, NOOSAVILLE

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Page 5

APPROVED PLAN
  OPW21/0315
NOOSA COUNCIL
 01 MARCH 2022


[OCR of page images]
 

 

DRAWING SIZE — AT

HEIGHT DATUM
LOT 16 ON W 10576

‘Survey infrmation povies by
IrroxCersting Group

 

 

LEGEND.
ane SOCKS DRECRON OF RAKE UP oR
DOWN AS INDICATED
ay NOCKES DRECTON OF FAL
“= TQ FINISHED SPOON DRAINS.
Eon: 525,240 8 wo,
NSM SU fe BUT CRATE
WH OERLOW 0 AMP-WEL RFER
seas
Baler2 ssc stoma ancton 908
RE-OST OOAETE NO EAD UD
60-150

‘(GRATED DRAN WH HEAVY
DUTY GRATE,

INDATES PROPOSED FAESED
SUREAGE VERT LEVELS OF NOMNATED
SW PTS,

 

INDATES OVERHEAD ELECTROTY
SIPALY UNE

x INDICATES EXISTING SEVER UNE
|NDIOATES WATER MAN APPROX
AUCAWENT, ULDER TO CONN
LOCATION PRIOR TO WORKS
|NDONTES TELSTRA UNE APPROX
AUCAWENT, BUILDER TO CONFIRM EXACT
LOCATION PRIOR TO WORKS

INDICATES STORUINATER RAN

 

 

exact

 

 

 

 

sw. PROPoseo
AS NOTED WN 1 N 100 FALL UNESS
NOTED OTHERWSE
OATES for SERINE ANS
ow SS} WOULLE OAN oR

 

|NDITES DOWNES FROU ROOF. REFER
HYORALUC CONSULTANT FOR DETALS

 

www.dialbeforeyoudig.com.au
—

DIAL1100

BEFORE YOU DIG

 

 

 

 

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excunnosvcon _ |
Bee |S
:

OOF WATER COMMECTON, REFER
HYDRAULIC CONSULTANT FoR
DeTMS

2/1257 RES (GAL)

(AD AT Ti 100 MIN, INSTALL TO
NEW AER ADAPTORS AND MAKE
FOOTPATH GOOD. TYPICAL

     
  

wos4 | p9j09S

 
 
 

 

 

APPROVED PLAN
OPW21/0315
NOOSA COUNCIL
01 MARCH 2022

 

 

\

Pn
\ [70 UFT WELL

 

 

 

[BULDER TO POT HOLE LOCATE AND
‘CONFIRM EXISTING SERVICES LOCATION
4 LEVELS BEFORE ANY EARTHWORKS
‘ARE. CARRIED OUT. REPORT ANY

 

 

DISCREPANCIES TO THIS FIRM.

 

o-200

     
   

GARAGE,
FFL: -0.300

 

   

 
  
 

 

 

DRVEWAY HIGH PONT AT RP -
BOUNDARY, REFER RG OWE FOR ———~
DETALS & Owe? FoR SECTON, |

 

 

=
|
‘mS HOWCENT To BREN

10 B SEI Sem ABOVE Oo
ogy Le.

   

 

 

 

 

WYUNA

NOTE: ALL SITE & ROOF
DRAINAGE TO BE DIRECTED 10

 

DRIVE KERB & CHANNEL |

 

 

 

 

 

 

PERWANENT TLTNG FL09O aARRER
By "TLOOFREE"OR EQUALLY
APPROVED, DESIONED TO WIHSTAND

 

BARAER AUTOMATICALLY DEPLOYS.

 

 

 

 

 

 

 

\ L_
\
va \

RP BOUNDARY

\_ ASSOCIATED NF
ere arias OVS
SHEET FAL STE AND

FORA CONSLLTANT,

ELECTRICAL
ANS SUPPLY

 

DIESEL GENERATOR ON :

AUTOMATIC STARTUP, i

TRIGGERED UPON LOW

Dare E-
|

BATTERY BACKUP (6 HOUR 2

MNMUM SUPPLY) or

a
al

#100 ve RAN TO PUNE

GRATED DRAN TO RECENE |
DRIVEWAY AND BASENENT
RUNOFF DRAINED TO
PUVPWELL

 

GRATED PAT DRAINED

TO PUNPWELL

KEY.
& Tee SoU
RC. HW, RONFOROED CONCRETE HEADWALL
Bc Su Brome Sten wawale
ESOP ESTING SENER COARECTON FONT
E08 EASING EDGE OF BTUMEN
KC EISING KERO & OUANNEL
SL NATURAL SURFACE LEVEL
FA. ARE ORaNT
TP RISRAPT
EP ELECTRICAL PUR
KERB ESTING KERANG
PP BISING POWER POLE

ISNG MAN (TO STREET), REFER HYORAULCS

   

PERMANENT TILTING
FLOOD BARR

NN
GENERAL:

1, 00 NOT SCALE FROM TS. ORAM

2. AlL DMENSONS WN MLUNETRES

‘3 SETING OUT DMENSONS ARE TO BE OBTANED FROM THE
[ARCATECTURAL DRANNGS,

46 ANY DISCREPANCIES BETHEN THESE DRAWN AND THE
ARCATECTURAL DRAWAGS ARE T0 BE REFERRED TO THE ENGNEER

IMMEDIATELY,
5. THE BUILDER 1S RESPONSLE FOR LOCATNG ALL ENSTING SERIES
"ATH AND ADJACENT THE ALLOTMENT AND SHALL ENSURE THAT ALL
EW NORKS ARE IN ACOOROANCE WH THE ATTACHED CRC DEPT
UNE DIAGRAM

HYDRAULICS

‘SERUCES SHOW ARE DIAGRAWATIC ONLY. REFER TO
Tcrrerlta bans fo Locks oF TUES
2. AL SAAR DALLES NO WATE AENGLATN THN
ALOTMENT BCUNDARY TO BE IN ACCORDANCE WITH
SPALL Woe SAL COP wt ie REQUREVNTS O ALionnss
HEAVING JRISICTON, AFTER OBTANNG ALL NECESSARY PERMETS AND

APPROVALS,
4 THE CONTRACTOR IS TO CONFIRM THE POSTION OF ALL BUSTING
SERVICES AS NOICRTED 0 THESE AND ASSOCIATED PLANS DO NOT
CLASH wT PROPOSED PFE WKS PROR TO RE COMENONG OF

SPL nevot eavanos Mo CONSUCTEN TO BE W ACCORD
Tf CRC FEAL a SAE 968 0 ANT MEMES BOD
THE UNE REGULATION ACI
6 STORUWATER ORANACE PIPES SHALL BE LAD AT A MNMM GRADE
(FTN 100 UN, JOINS ARE TO BE CONSTRUCTED IN ACCORDANCE.
ATH THE MAJUEACTURERS REQUREWENTS. (REFER NOTE 10)
it PECASTCONSETE tS WO 1 ANAC Waco
ww A
8, STORUMATER PRES SHALL BE THE FOLLOWNG CLASSES:

‘31, REBFORCED CONGRETE PRES (R®) = CLASS 2

‘82 uPVC 1008 OR GREATER = CLASS ‘Sa

183. "STORUPRO’ PPES = CLASS ‘SNe
9, AL AE FPES TO MAE ME FLOM Jos UNG

SR fa ss = RE ANG

5.2. RCP BO0e OF Git NT.
1a oy Staaf DES BY AMAL GOBLIAS TO
(cuss SY UNO.
TH NSAL SAW 0 FED CALY/ LETS W ACTON
MASE MO AS ESRD

Wes UMW MLD MS TSG DEP = SP ROS
Td daweuee O6Se Ste Da? = So WON

I. MANORES >. DEEP » FED ACCESS LADDER
12 SE on DA UC UND, LAD AT A GCE

TILATER SUPPLY PPEWORK BELOW GROUND IS TO BE:
1.1.63 DIAM, OR LESS. ~ HGH DENSITY TPE 50
‘LASS 12 POLYETHYLENE
AL BDV GND AD NTERAL WATER SAL PRENO 10

nate snes ot FETED W GAD SAS NO HL
ALL BE WADE ABOVE THE 5

'NSVAUED AE TOBE STAID

AGOUDANE MPs Ase HSE ELS AE 0 NSTALED

ACCORDANCE WT AS2¢a,

CLEAN-OUTS, NSPECTON OPENNGS AND CLOSNG CAPS SITUATED IN
Pesan mais ‘ARE TO BE ATED WT BHER
BRASS OF CAST-RON

a
"AL WASTE APES AND WATER SERVES PENETRATNG SLABS TO BE
[WRAPPED NAN APPROVED FLENBLE JONT ONT WRAPPING.

1, THE TERM ‘SERVICE REFERS TO_THE MAMIM INTERNAL PPE
DAMETER UNLESS NOTED CTHERMSE.

 
 
 

 

 

 

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OR APPROVAL

 

Do NOT SCALE FROM THSS DRAWNG

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= spon

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PUMP WELL WT

PRIMARY AND SECONDARY CHAMBERS WTH
BAFFLE OVERFLOW FROM PRIMARY 10
‘SECONDARY, GRATED INLET INTO SECONDARY
‘CHAMBER IF GRATED DRAIN BLOCKAGE,
‘SEALED ACCESS HATCH TO PRIMARY
‘CHAMBER. DAVEY O.4kW PUMPS OR EQUIV
EACH WELL WTH FLOAT VALVE ACTIVATORS.
FNAL DETALS TO BE IN ACCORDANCE WITH
HYDRAULIC CONSULTANT DETALS,

RISING MAN (TO STREET), REFER HYDRAULICS

BASEMENT DRAINAGE INFRASTRUCTURE
‘SCHEMATIC

 

ALL PUMPING INFRASTRUCTURE MUST BE BE FULLY
AUTOMATED

= THE INSTALLED EQUPWENT MUST BE ACCOMPANIED
WITH AN OPERATION MANUAL

THERE MUST BE SIGNAGE INSTALLED IN THE BASEMENT
THAT INDICATES THE PRESENCE OF THE PUNP OUT
FAGLITY WTH REFERENCE TO THE OPERATION MANUAL

Snm—2_#}-—t_fmt:t09 @ at
1:200 @ AS

Neoan Meads!

.C S66

cones
mousse

monn

 

 STORMEATER MANAGEMENT
PLAN

 

Proce
Lots 16 N 10576, #33
Wyuna Street, NOOSAVILLE

 

 

 

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Jerctes [| Bron
| pees. 9 |31073-Swi.t, B