Engineering Drawings · OPW25/0174

Page 2

 

DRAWING SIZE - Al

 

HEIGHT DATUM

LOT 788 ON RP AattT
Level Sturn AH

Level ih OPM 44265

aL 27806

Arkoon Cres, Sunshine Beach
Siney nation prove by i
CADCON Suge Tom Pring i

 

 

 

 

   
 

DER ABOVE REER Oi,
(va FoR OETA,
EF e002 FOR LOLS.

  

‘USTNG OVERLAND FLOW 10
LAS MAN SG
DES AND FLOW

ans ao SHE LOR
No CONCENTRATN OF FLO,
era

 

LavosciPns Ase To
OISHARGE AS PER ASTNG
camer

450 450 SURCHARGE IT
FR SOMAGE PT OERFLON
St 2.500 OERFLOW TD
DISCHARGE TO SANE

wo

CONSTRUCTION NOTES
al

CBeR
1 DD NOT SCALE FROM THS RAN,

2 AL OMENSINS IW MILMETES

55 SETING QUT DNENSINS ARE TO GE OBTANED FROM
{He ARCHITECTURAL DAMS,

4 TISEREPANCES BETNEN THESE DRAWING 0
"WE ARCHITECTURAL ORAMNS AE TOE REFEREED
10 HE ENGREER,NVEDIREL

THE BUDE Is RESPONSBLE FOR LOCATING ALL
USMC SERCES MIAN 80 AO.ACENT HE
PLLOWENT AND SHBIL ENSURE THAT AL NEW ORES
DRE Nv ACCORDANCE WTA THE ATICHED CTCL
DEP uve sac

HYDRAULICS.

1. HIRAUUE SERVOES SHOW ARE DBGRAVATE CAL.
REFER TO ARCATECTARAL DRAWINGS FOR LOCATENS OF
Foc,

ALL SANTASY HDRAUUES AND RATER RETEULATIN
‘WRHN HE ALOMMENT BOINDARY TO EN
ACCORDANCE WI AS30,

SAIL WORE SHALL COMPLY WHE REQUREVENTS
‘Of AUTRES HANG AREOIETON, AFR CSTANNG,

 

BEACH AS EVEN SHEET LOW

i ALL NECESSARY PERMITS AND ASPROWAS.

{THE CONTRACTOR 5 To CONFRU THE POSTON oF

ALLEUSTNG SERVES AS NOICKED 0 THESE AND
‘ASSOCIATED PLINS PROR TO THE COMMENCING OF

     
 
 
    

   

7
LOWER
FLOOR

FFL 23.000

omuares ae ets 2 Ss 3

SoHE DAN BoE 2 hye at lea nee CONSE

‘fui fon Hat LAT Pre A Aaa eae 8

GELS i at USE WL, Sie et Sec) NACE

Fat tie ENON a ee SE MuncKee MRE

oot Gran 8) NH RR CEL ok gM de DUN UE UN, NO LA ATA
Serawa "

 

soe ve

H BUILDING
| OVER

 

 

. :
xo ‘Mn GRADE OF 0

& ‘PHATE. IPH PEE ow OWND 1 Te

LES HEM OY TPE
Us POH

rcs -@ spat a6 tap wens
4 BER To GE TE 8 CPE

y SF vai Spies ENT PRU WOW

| Sus Ao JL ONS OD COMECTNS SHA, SE

ie Be Ti

| ‘FRE MSI J To NSTLED BE a

ISHED NACEROMNCE MASH ESE ELS

DOCS Le A TD Ge STALE ACOBANE wT HSK

IES MECN aL r ea Seer tn eas

SounnOn Free WrRAs (fos SED VC OF PESTA

SE PLAN. — LOWER SITE STORMWATER MANAGEMENT FEL SS EB, PAVEMENTS ATU FTE WT TER RASS OR

 

 

 

|) EAL, Lnpsespep acts 0 Foren

LEGEND OHS 10
SUNSHINE BEACH 00 UC FAL
‘eye nd CoN iF
FLOWS Te

 

 

 

 

 

 

 

Distig SURFACE SOT LES |

 

DOICATES SURFACE LEVEL (SL) 8D PERT
LBL (L) OF ADACENT sTOsMNOER PT

    

: ces
PENETRATNG SUBS 10 BE WRAPPED WAN APPROVED
ARIE HG

1 REFERS 10 TE MIMO

Bor eee rays,
Seve
Ica Se WEE LES NOD OEMS

ST CONCRETE ND SEALED
Ub. aEEe OETAL Ov ba m2

 

FA? 62.5. cane grower,
PRECAST CINCHER,

 

      
   
 

     

 

  
      
 
  

 

 

 

YQ EX SHPT ESTING STORMWATER PIT
coy. 30) 8470 pa Me rt ae wo 2 cx asco i Bt Sa! Bree Ser ae
EAS curv ceaTe WHER WV LANDSCAPE AREAS. 1 US LL UNKNOWN _ BC SOP BRISTNG SEVER CONNECTION PONT
cs Bey Savy Sreme he & Ss _ a ON ice
EARTINOS ACAD OU. TPO + cp _-——- &, Hehon ue
AVR eth gy ct ms tia Sai

CHMSULTNT FOR WTERNAL
OOF WATER DRANACE

— u

Ce FENPScED ENTE BO WL
Sv" STOP vALVE
Ww WATER UETER

     
  

60-200 aon) aD oRaN wT HEAVY
Ours care

 

tase eapyne oe 2 ws
aE me

ae | fare

 

 

 

    

[tistien, se asc .
RCHTEST FR OETA, New sw APE across 4D aN
ger To Bnst COLNE
ae oto ha
orans cise nm  PAVEUENT RE-NSTCTEMENT
‘SUPPLY U gaat SMATNG STROH

 

 

 

NOOSA COUNCIL
REFERENCE DOCUMENT
McUt9/0008.02 24 MAY 2023

—— SS on on smear RESIDENTIAL
tones aerate Sew wm DWELLING

on)
ates tastes ne aprox 4
Aub ua ay oar bie meses) NY oe
FAL 29.070

LocenoN Fee TO RIS \

 

 

 

  

 

INOCATES STORUWATER DRAWN ESTING
1S NOTED

 

 

 

 

N Ter [oem oe

 

FOR APPROVAL

INOATES STORMWATER DRAW PROPOSED
235 NOTED MNT 00 FLL MESS

 

 

 

 

NOTED OTERWSE

 

 

 

100) BSH 29.245

 

~-—— - - —— ~~ (D0 NOT SCALE FROM THIS DRAWING

NDCATES RF STORMNATE DRANACE

— sy —— 29.299 !
UNE To HYORAULE DESIGNERS OETA 9-290 2

 

 

was ene 6 CSG ee

fears oomes ou Ror. ere SIIE PLAN — UPPER SITE STORMWATER MANAGEMENT MY Saenens

’s—HIORAUUC CONSULTANT FR DETALS Sede T= 10

 

"STORMWATER MANAGEMENT

 

 

www.dialbeforeyoudig.com.au

DIAL1100

"72. ARAKOON CRES,
SUNSHINE. BEACH

 

TAL SEAVEES SHOW OW THS PLN OEATIE
ONLY CONTRACTOR To LOCATE ALL SERVCES|
ros TO COMMENAN WORKS ON SME ALL

‘ALL STORMWATER
PIPES TO BE LAID AT

FNSHED STE ORANACE OOF ORANGE
sccombaNce wm waoeawucs |] Au UTIs 20 oomres To
consis bocuuenTaren, | | Coury WIH Ack VOLE 2 aa

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

BEFORE YOU DIG SMCS AE 0 6: PREC 1:100 MIN. UNO. 333 ear a a eT
—S— FESO Ft We aE wo Temes [7 PAT
fun iito as | RSS, | 32288-SW1.1

 

 

 

 

Page 3

 

DRAWING SIZE - Al

 

KEY
CONSTRUCTION NOTES
TEWEORARY CFA PILED RETAINING Wal «sum
TFA PLD AEHNG AL OCT NO ASTALATON 2k ger BASING STUART TT GENERAL

 

BC SH DISING SEMER MANHOLE

 

     

a eat CRRA (ES EMF u SEH a 0 AHN
HEIGHT DATUM Fan 1 CF 9 Be ao gE CoM PONT 2 ALONENSONS Iv METS

igi Sica Be fo were SIN iM 5. SETING O.T OMEWSONS #3 TO 3 CETARED Few
LoT 783 08 RP att fl Sb oe 0 BUSTING HERE CHANNEL Reenter Brees NE TO BE CBTANED FROM TE
Lave Oat AHD RINE MLS NTT ssl WAN 4 ANY OSCREPANGES SEMEN THESE. ORANG ANDTHE
Lad lw 285 goa hi fa ARCHTECTURAL GRAMS ARE. TO 5 REFERED 10 HE

FNCNEES MESIATELY.
5

 

 

 

 

 

 

 

 

Don Cie, Sabie Beach cave var esa Ct. tp. “hE Dae Is FEPOSELE FO LOATNG ALLEN
‘Survey information provided by ine sin NSTALLATION . ae “SERVICES WITHIN AND ADJACENT THE ALLOTMENT AND SHALL
ADEE Sune Ton erg SE NG PNT LG PD fer Sayin ove DO mL DE DAT AL NE wos EK AONE WI
‘i our wa LEY ANE WOE sy Sm va She Arai MGAL Sew UNE Ga
We wae een
LUNG NOTES
VEY MORN BUNT: ALONG PLE WALL it STE iB “TO BE SCRAPED CLEAR OF ALL ORGANIC
[pene seu vents nut Aoweniane wl 0 Oe

 

boven cx

[an CED MOVDENT S00 BoE RULED WIM 8, VEROTAG STEEL

“rE
RU ROUEN To CHEE & Mn RLATE FELD
DENSITY OF 85% THE COMPACTON 1 TO SUFFLENT 10
ACHEYE A SLOW COUNT OF 7BLOMS PER Soom TH AN
EPR PTY SA POMROETE FR NO

‘om SELON EXCAVETED LEEL OPES OF CEMPACTON TEST

SULTS SHALL BE PRESENTED TO SOE CONSUITNG

\ ERS FOR AEPROVAL

 

   

  

 

TE FLL.
CNPACON te BEARNG CAPACITY TEST RESULTS WUST GE
FRESEVED 10 SoU CONSULING ENGNEERS FOR APPROVAL
Frida 1 WIS PROCEEANG
THE FL WATERAL CLEAN CRAWLER MATERIAL (LE. SAND
NEY SAND ACCORDANCE WI ASI725) BE FREE
OF ANY ORGAN MATERML AND HAVE CLAY CONTENT OF
Less THA 2 (PLASHETY NOEK LES THAN 25% LEAR
SHENKACE OF 15). HE PROPOSED WATEMAL 5 TO BE
= INSPECTED BY Sc CONSULING EVGNEERS POR TO M5
TPA SHORING FR Eva 1 DE COMPANY,

 

27.708

seas ost

 

De
at PED Esp OND UL
oD)

    

 

   
      

   

 

      

AREAS WERE ENSING STRUCTRES OR TREES AR
MOVED ‘HALL OE BACKFLLED WT HE 2PPRONE) FL
MATERAL CONPACTED IN ACECEOANCE WT ASZBTO-996 TO
AH 4 i ZT OY Sak

ca ses _ POOL EXCAVATING &Y ‘HE ALS TO PLACED AND COMPA
NOEATES Fa COREE PUG 8 MLA, 304 ro un Rune mena feds nets To € CEL SPOT 1D
2nd RSDALSDON Se CHES WN TEN {Oe oecanes OU STEW aa coeur row fib 9 EW  CFEATON wh & UO LANE
‘Ess 102 US For ALA [seer on ss FEL tt of S38 Snes er COPICTDN EST
Q ‘EATON cornet WAMSEMNT BY FUNC —y / JB SIAL EE PES Wo Soe CONRLING
2 omactotmbe ocrf bre seuReD —t / secon Siac ® i
2 = ‘ols CANAL Sem NE ORIN | UNE AO CMPCING scm
5 rat NEIGHBOURING STRUCTURES. REFER TPIAL DETAL. 19.945 iso's siner AgoOMGE WHE ASOCHTED
i % Tete ao Senne
2

 

   

       

    

   
 
     

   
  

   

m PA ena ke He
1A ANAS ‘abun Sl to AE
EPL 4M Hic 0-188 1) AMEE A WNW RELATE FELD
Qeee LED RETANNG WAL ox 7
‘SECTION 58.446 2
Dat tone uh 3000 gla
fours Fo kT Viet EB oe
fi epee an
\ re . acme” RESIDEN au LOWER FLooR
& DEVELOPMENT — "23030
3 mL 22800

 

 

 

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LEGEND 10 Wen » 1s ome wnt
pons mor sara \ : Zr wes umes ee eee
eo CS 0 LS TN aur Horan ry
oo amne same oar was \ muiaon yes toon
FL 8800 = Sve |= Bist er
GED wore rw oF ove (oem) ok too \ ¥y ae
LS ASM Soe 100) x aH 20245 \ Um CHO eee Pet
= SHHICOPMC eat {
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TD ees sen oF cor gf \ \_ Prope INC CUCL DEPTH sw me
festaaus seer war ING PONTS ALONG PLE at Z| \ ‘EXTENT OF PIUNG REQUIRED POOPPRNT [ROPERTES, SHEET AUNG WUST 2.
ses Hes Fetes vom a i FOE SE ie
Ls tse ona 039 Cem
ora Posen oF Turomay Neos Stents
0908 Shen, ofS ND RSTULATIN Br |
‘SPECIALIST CONTRACTOR (RPEQ CERTIFIED) |
i
nojenes omen azcracny
Sat Ne SITE PLAN — EARTHWORKS & PILING PLAN
WICATES EMSTING SEWER LINE 15100 ‘Reser | Desorption =
fae
wt ware wan are FOR APPROVAL

Aber, pag coma pact

 

 

ON POR TO

 

(D0 NOT SCALE FROM THIS DRAWING

      

 

 

 

 

 

 

 

 

 

 

      

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

ses TASmA neo eeseen tats teat
Awe ef NY CCT reget ea
{ECATN PRO TO WORKS Tuer uann Suu a ee 0 eee NOTE AEATION, EARTNORES & COMPACTION i ree
evens stoma ot ene feat maha ees wy covmacrn To ache a sees” || crim eves SHOWN REPRESENT THE FNSHED PAD | lem ese, emo nev es §(§ 22=Z=
EN epemacomuesee Ya wrosonve ouuncs/srucnses] ] ene mer EAL Feet ou 10 me uc ore cro sec | fetuses wee maces
hops 05th of RENE WAL sou wih EAT SUss AN FAVES wo MCLLES me Cee | [nee aan eo aan
a Sterns ETAL CONTACTOR 1 REAR TOMGENT HE ESPONGRLE FOR THE SERGE DUST OR ROAD BASE LAYERS TO SE PROVIDED UNDER THE | |isinecr rez) ome wat 212, é
entatan SPe SLUGS, ADOMONAL LANDSCAPING FL NOT NUDED, =
Sou ae i MM SID
DURING CINSTRLCTIN. GASSED EAS AE Gunmen EARTHWORKS PLAN
eaeee WPS mee ee
www.dialbeforeyoudig.com.au —————— (eta ser oee) ee oy ASR EU ro a

 

 

 

 

 

 

DIALt100 ween | | Za ceuony gS

 

 

 

BEFORE YOU DIG MCU19/0008.02 24 MAY 2023 — ——

 

 

 

 

 

 

 

aa Pe
ase. |32288-0W8.

 

 

 

 

 

Page 4

 

 

 

 

 

 

Southern view From pathway across 22 Arakoon Cres.

 

 

Page 5

 

 

 

Southern view - proposed crossover area, stone pavers to join bitumen of Arakoon Cres.

 

 

Page 6

 

 

 

Northern view - proposed crossover area, stone pavers to join bitumen of Arakoon Cres.

 

 

Page 7

 

 

 

Adjoining crossovers to the south of 22 Arakoon Cres.

 

 

Page 8

 

 

 

 

Proposed stone pavers