Original source · versioned page text
2016008949 Approved Drawings - Signed
Attached to the e-mail Operational Works Application OPW16/0338.
2016008949
Nov 22, 2016
[OCR of page images]
PLOTTED 14112016
2 es NE ee Ne SE NER CONSTRUCTION WORK UNDERTAKEN ) SERVICE PROVIDER AND CONSTRUCTOR LIVE SEWER WORKS
TREES LOCATED ALONG THE FOOTPATH SHALL BE, WHERE POSSIBLE TRANSPLANTED BY THE SUB-CONTRACTOR SHALL COMPLY WITH ALL DEPTH
PRIOR TO CONSTRUCTION, OR REPLACED IF DESTROYED. APPLICABLE WORKPLACE HEALTH AND SAFETY LEGISLATION No. | DESCRIPTION SEWER | uno, | MHS | COVER | totno. | Fs. | ESL IL TO
WHEN WORKING WITHIN 4m OF TREES, RUBBER OR HARDWOOD GIRDLES SHALL BE DIA. - TYPE TYPE .
CONSTRUCTED WITH 1.8m BATTENS CLOSELY SPACED AND ARRANGED VERTICALLY FROM INVERT
REMANONTC CORTE eee ae OCONEE STON ANE, ALL ENVIRONMENT PROTECTION MEASURES SHALL BE [AGENCY TO BREAK INTO EXISTING MAINTENANCE HOLE EX/1 AND
WHERE POSSGLE, TREE ROOTS SHALL Be TUNNELED UNDER RATHER THA SEVERED F IMPLEMENTED PRIOR TO ANY CONSTRUCTION WORK, 1h | CONSTRUCT A 150mm STUB (TEMPORARILY END CAPPED) PRIORTO | 150 | EX/ 8 5790 | 5790 | 3520 | 2270
FUNGIGIDE CONTACT RELEVANT COUNCIL ARBORIST FOR FURTHER ADVICE INCLUDING CLEARING,COMMENCING. SPENT OF CONS HESTON
ANY TREE LOPPING REQUIRED SHALL BE UNDERTAKEN ACCORDING TO COUNCIL'S (0.5m FROM STUB END CAP, CONSTRUCTOR TO LAY NEW LINE 1.
a ET noo PRCANER 1B | AFTER CLEANSING, TESTING AND INSPECTING, NOTIFY AGENCY. ca
TOPSOIL AND SUBSOIL SHALL BE STOCKPILED SEPARATELY. WHILST EVERY EFFORT HAS BEEN MADE TO ENSURE THAT THE INFORMATION PROVIDED
CARE SHALL BE TAKEN TO PREVENT SEDIMENT FROM ENTERING THE STORMWATER IN THIS DRAWING/DESIGN WAS ACCURATE AT THE TIME IT WAS COMPILED, AS PART OF 4c ae Ne ctcceera ai SERENA
SUSTEM THIS MAY RVOLVE FLAGING APEROERIATE: SEDIMENT: CONTROLS: AROUND: THE LOCAL COUNCILS “AS CONSTRUCTED" RECORDS, IT REMAINS THE RESPONSIBILITY OF
a SORES aa PROPERTY OWNERS AND THEIR CONTRACTORS, SUB-CONTRACTORS, EMPLOYEES, INSPECTION.
SILTATION CONTRO SERVANTS AND AGENTS AS APPROPRIATE IN THE CIRCUMSTANCES TO MAKE ALL
SILTATION CONTROL MEASURES SHALL BE PLACED DOWNSTREAM OF ANY EXCAVATION REASONABLE EFFORTS TO ASCERTAIN THE PRECISE LOCATION OF EXISTING 1D CONSTRUCTOR TO RECONNECT EXISTING HOUSE DRAINAGE TO NEW
INFRASTRUCTURE INCLUDING WATER MAINS, SEWERS AND DRAINS BEFORE PROPERTY CONNECTIONS.
APPROPRIATE SEDIMENT CONTROLS SHALL BE USED TO PREVENT SEDIMENT FROM UNDERTAKING EXCAVATION OR CONSTRUCTION WORK. |
ENTERING THE CREEK. 1E
USERS OF THE INFORMATION SHOULD BE AWARE THAT SINCE THE ORIGINAL RECORDING
1, NQSOI SHALL BE STOCKPILED WITHIN Sm OF THE CREEK OF THE DEPTHS IN RELATION TO GROUND LEVELS, CHANGES MAY HAVE OCCURRED AS A ‘AGENCY MEANS GOLD COAST CITY COUNCIL OR ta Lay COM REDCANTCTY COUNGL oR OEE AG Rea UTES mnnrywnTen (APPROVAL VALID FOR 12 MONTHS FROM DATE
PRE-DISTURBANCE SOIL PROFILES AND COMPACTION LEVELS ARE TO BE REINSTATED. RESULT OF SUBSEQUENT WORK OR ACTIVITIES INVOLVING FILLING OR EXCAVATION.
CONSEQUENTLY, THE LOCAL GOVERNMENT AUTHORITY AND vT CONSULTING ENGINEERS.
PRE-DISTURBANCE VEGETATION PATTERNS SHALL BE RESTORED. FOR FURTHER TAKES NO RESPONSIBILITY FOR ANY APPARENT ERROR OR INACCURACIES THAT ARE
INFORMATION CONTACT COUNCIL ECOLOGICAL ASSESSMENT OFFICER ‘SHOWN TO EXIST AS AT THE DATE INFORMATION WAS PROVIDED OR AT A LATER DATE. LaxepooueLa
1 MEMORIAL AVE,
NAME OF ESTATE TEWANTIN QLD 4565
NOTE: ALL ENVIRONMENT PROTECTION MEASURES SHALL BE IMPLEMENTED PRIOR TO ANY THE ABOVE ALSO APPLIES TO LOCATION AND DEPTH OF OTHER PUBLIC UTILITIES
‘CONSTRUCTION WORK, INCLUDING CLEARING, COMMENCING.
APPLICATION No.
‘ALL SEWER CONSTRUCTION WORK UNDERTAKEN BY THE CONTRACTOR IS TO COMPLY Ke DoONELLA
WITH THE REQUIREMENTS OF THE QUEENSLAND HEALTH AND SAFETY ACT 2011,
A U nitywater SP DELEGATE APPROVAL DATE
FOR INFORMATION CONTACT THE Div.W.H & S ON 1300 369 915 DRAWING/ PLAN No. C003
APPROVED PLANS No. OF ALLOTMENTS 4
STE RE HURTERT pm Brh corms wore sores » _ . 2016008949 TEA HECTARES
‘QUEENSLAND SEWERAGE CODE SPECIFICATIONS AND STANDARDS LOCALITY PLAN LENGTH OF 400mm
UNLESS SPECIFIED OTHERWISE ALL MATERIALS AND WORK SHALL COMPLY WITH THE
% RELEVANT AUSTRAGAN STANDARDS nn NO NORKSHALLCOWPLY wt NOT TO SCALE SEWERS 450mm 89.2m
3, THE CONSTRUCTION OF THE SEWERAGE WORK SHOWN ON THIS DRAWING SHALL BE
SUPERVISED BY AN ENGINEER WHO HAS RPEQ REGISTRATION. SEWERAGE WORKS NOT
‘COMPLYING WITH THIS REQUIREMENT WILL NOT BE PERMITTED TO CONNECT INTO THE
SEQ SERVICE PROVIDER SEWERAGE SYSTEM,
4. ALL WORK ASSOCIATED WITH LIVE SEWERS OR MAINTENANCE HOLES SHALL BE CARRIED :
OUT BY THE SEQ SERVICE PROVIDER AT THE DEVELOPER'S COST.
5. ALL PIPES AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE “ACCEPTED
PRODUCTS AND MATERIALS" LIST.
6 EACH ALLOTMENT SHALL BE SERVED BY A DN110 PE (OR DN100 PVC) PROPERTY
CONNECTION. FOR ALLOTMENTS OTHER THAN SINGLE RESIDENTIAL, A DN160 PE (OR DN150
PVC) PROPERTY CONNECTION SHALL BE PROVIDED.
7. PROPERTY CONNECTIONS SHALL BE LOCATED WITHIN THE PROPERTY AS SHOWN IN THE
DRAWINGS.
8 PROPERTY CONNECTION BRANCHES SHALL EXTEND INTO THE PROPERTY A MINIMUM OF
300mm AND A MAXIMUM OF 750mm. UNITYWATER REQUIRES MINIMUM EXTENSION OF 500mm
INTO PROPERTY.
9. WHERE PIPES ARE LAID IN FILL, THE FILLING SHALL BE CARRIED OUT IN LAYERS NOT
EXCEEDING 300mm (LOOSE) IN DEPTH AND SHALL BE COMPACTED UNTIL THE COMPACTION
IS NOT LESS THAN 95% OF THE MATERIALS MAXIMUM COMPACTION WHEN TESTED IN
ACCORDANCE WITH A'S, 1289 (MODIFIED COMPACTION), TESTING SHALL BE CARRIED OUT
‘AFTER EACH ALTERNATE LAYER. IN ALL SUCH GASES APPROVAL OF CONSTRUCTED
‘SEWERS WILL NOT BE ISSUED BY THE SEQ SERVICE PROVIDER UNLESS CERTIFICATES ARE
PRODUCED CERTIFYING THAT THE REQUIRED COMPACTION HAS BEEN ACHIEVED.
40. WHERE SEWERS HAVE A GRADE OF 1 IN 20 OR STEEPER BULKHEADS SHALL BE
CONSTRUCTED IN ACCORDANCE WITH THE SEQ SEWER CODE.
11, THE CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF EXISTING SERVICES WITH
RELEVANT AUTHORITIES BEFORE COMMENCING WORKS,
12. SEWERS SHALL BE DISUSED JABANDONED IN ACCORDANCE WITH PROCEDURES SET OUT IN
‘THE SEQ SEWER CODE.
13. BENCH MARK AND LEVELS TO AHO.
14 EXISTING ALLOTMENTS REQUIRING A PROPERTY CONNECTION FROM EXISTING SEWERS
SHALL BE PROVIDED BY THE SEQ SERVICE PROVIDER AT THE DEVELOPERS COST.
NOTES: ‘
REFER TO PROJECT COVER SHEET FOR GENERAL NOTES
REFER TO DWG No, C004 FOR SEWER LONGITUDINAL SECTION
ALL LEVELS, CHAINAGES & DISTANCES IN METRES.
REFER SEQ-SEW-1200 SERIES FOR BEDDING & BACKFILL REQUIREMENTS.
REFER SEQ-SEW-1300 SERIES FOR MAINTENANCE STRUCTURE TYPES AND DROPS AND FOR
NUSEWER COMPLIANT APPURTENANCES,
PIPE MATERIAL TO BE SPECIFIED AS REQUIRED BY NUSEWERS (PE).
REFER SEQ-SEW-1106 SERIES FOR PROPERTY CONNECTION TYPES,
8 DETAILS OF COMPOUND BENDS ARE TO BE SHOWN ON DESIGN DRAWINGS,
‘ALL WATER AND SEWER CONSTRUCTION WORK UNDERTAKEN BY THE CONTRACTOR SHALL
COMPLY WITH ALL APPLICABLE WORKPLACE HEALTH AND SAFETY LEGISLATION.
PROPERTY CONNECTIONS HAVE BEEN DESIGNED TO CONTROL THE REQUIRED SERVICE
AREA OF EACH LOT AT A GRADE OF 1:60 AND A MAXIMUM DEPTH OF PROPERTY CONNECTION
AT 1.5 m, UNLESS OTHERWISE STATED. FOR JUNCTION DETAILS REFER SEQ-SEW-1106-1 TO
SEQ-SEW-1106-7
DIAL BEFORE | DIAL BEFORE YOU DIGTO BE CONTACTED
VOU DIG | ‘oR TeLocaTion oF existing Pusuic
ww]100.comou | UTIITIES PRIOR TOEXCAVATION
CUENT scale NIA Drawn JC PROIECT ZOBNs
SEETSIE AL DESGN JC TEWANTIN - NOOSA RSL 16144
ecxeAVT 1 MEMORIAL AVE, TEWANTIN QLD 4565
peru AHD
O00
‘APPROVED DRAWING TITLE ‘DRAWING No REV
SEWER RETICULATION NOTES c002 B
z NOTFOR CONSTRUCTION
PO Box 26, Carina
[email protected]
Ph: (07) 3172 8334
alo 4182
vtce.com.aul
f 1411.16] FOR APPROVAL . wT! T! wE CONSULTING
14.40.16] FOR APPROVAL ic [At
>| ENGINEERS
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Page 2
2016008949
Nov 22, 2016
[OCR of page images]
PLOTTED 1511 2016
Nant ° LEGEND
©, PELICAN STREET —_—__—= __BISTING PROPERTY BOUNDARY
EXISTING CONTOUR - MAJOR:
EXISTING CONTOUR - MINOR
EXISTING BUILDING
EXISTING KERB AND CHANNEL
EXISTING STORMWATER DRAINAGE
EXISTING SEWER
EXISTING WATER
EXISTING ELECTRICAL OVERHEAD
EXISTING ELECTRICAL HIGH VOLTAGE
EXISTING ELECTRICAL LOW VOLTAGE
EXISTING COMMUNICATIONS
= = r EXISTING GASLINE
- % * % XX * % % ABANDON EXISTING SERVICE
2 PROPERTY BOUNDARY
— — — FASEMENT BOUNDARY
eee ee BUILDING
SS —CFKERB AND CHANNEL
fa \ =
| if & —-—-— - — «ers
4 ity —— sw SW —— STORMWATER DRAINAGE
i LE — RW —— _ ROOFWATER DRAINAGE
NOTE. = SEWER
NEW HYDRAULIC SERVICES TO 2. w— Ww WATER MAIN
BE TAKEN TO THE NEW PROPERTY ( — cw cW —— PRIVATE COLD WATE
CONNECTION PROVIDED / _—_ SEDIMENT FENCE ERSuPPLY
I. ; 5 vas EXISTING SURFACE LEVEL
| + RL1,234 PROPOSED SURFACE LEVEL
{-t \ g (OTE: f PROPOSED DN1S0 PVC-U TYPE B4 2m x3m CLEAR AREA AT GROUND
lu hy 1 PROPOSED DIED PVC TYPE BA 4 | ay BXSTING o150 SAVER MAN, 1500 PVCU SEWER PROPERTY CONNECTION LEVEL (OPEN TO THE SKY) FOR
> 1 ae RP 73080 Goat \ ag MAINTENANCE SHAFTS AND SEWER UsIL 3.904 BUILD OVER SEWER (BOS)
a i : $18.25 | § B| PROPERTY CONNECTIONS TO BE DSIL 3.571 st a wD REQUIREMENTS. TYPICAL.
Qi Al teat =a ABANDONED AND REMOVED TO L = 6000, 3: KR
= ie D788 | g} UNITYWATER STANDARDS GRADE 1:180 Disre iG
= Ve Loo | o| SW SW — TO SEQ WATER STD DWG No. —— SW | ‘1500 PVC-U fe
=> fila - TO SEQ WATER STD DWG No. || = 1 SECPSEW-TTUE-T TO SECSEW-TTOES, I USIL 3.551 BR
= | SEQ-SEW-1106-1 TO SEO-SEW-1108.3. | = SEWER LINE 4 i 1A7| psi 3520 oO
= Begs ‘ | = = : f L = 5600
Ss Hoy > 1 Rt Z EXISTING SEWER TO BE ABANDONED ~ ges te A Ny EXISTING SEWER TOBE ABANDONED | 3 ) A GRADE 1180 =
= [| | NOTE: 4 IEE ee = = ‘ ation = i 4
Ss | | EXISTING TREE TO BE REMOVED "7 4 é 7
2 i]? | i FOR INSTALLATION OF NEW en lod asia LS f 2
He ' SEWER LINE 1 AND MH | T i - S
bi ; ~~ || a | ~ ss ss 8
my B PROPOSED 150 PVC-U TYPE BA S|. Re
j SEWER PROPERTY CONNECTION = g {
ae CH813 wo y MS COVER AND FRAME NOTE:
ele NOTE: 81820 | = REFER SEQ STANDARD DRAWINGS NEW SEWER TO MATCH EXISTING
ey LOCATE & RECONNECT EXISTING L665 wy f| ‘SEQ-SEW-1316-1 & SEQ-SEW-1908 SEWER (BEING DEMOLISHED)
pyly 1 | HOUSE DRAINAGE TO NEW D155 ee ‘SERIES FOR DETAILS. TYPICAL DOWN STREAM INVERT LEVEL
,! ~ _ [PROPERTY CONNECTIONS Logo as LEVEL TO BE CONFIRMED ON SITE
| TO SEQ WATER STD DWG No shlagheeMe K( h
_.. SEO-SEW-1106-1 TO SEO-SEW-11 jl a EXISTING PROPERTY CONNECTION
- J 3 TO REMAIN
7 = i 3
f 1800 Pvc-U “es
\ ‘ust 670) a
| pst 6494! To a2 5
L = 23.60 e aq
GRADE 1:10 & :
; se EXISTING BUILDING 8
a 2
\ 2 8
2 a
is
\ 5
Unitywat
mene “Bare n itywa er
SEWER PROPERTY CONNECTION
: chao APPROVED PLANS
gg OUR wes 2016008949
716319 4 nie File No: ve
TO SEQ WATER STD DWG No
SEQ-SEW-1106-1 TO SEQ-SEW-1106-3. ceen baste! feascceoeeoes
Signed:
Dated: ... NOV..225.20.1.6...scsossssssssssa0e
Ms
MEMORIAL AVENUE \
LAYOUT PLAN
SCALE 1:200
sii 2 ‘CLIENT ‘SCALE 1:200 DRAWN: Jc ‘PROJECT JOB No,
z ce SEETSZE Al pescnAVT TEWANTIN - NOOSA RSL 16144
DB /ie77 16] FOR APPROVAL At | wt 8 $82 par, (AND ceCKED AT 1 MEMORIAL AVE, TEWANTIN QLD 4565
2.4 6 8 ‘i 6| FORAPEROVAL se [at ge eae °
Boot Se “el ENGINEERS SNES RETIEOTONINONTPN | C008 | D
Page 3
2016008949
Nov 22, 2016
[OCR of page images]
PLOTTED 1411 2016
©
@
@
©
MH / MS COVER TYPE
MH/MS TYPE P2 12000 P2 12000 Pi 10000 EX NOTES:
7.__ REFER TO PROJECT COVER SHEET FOR GENERAL NOTES
A Ex
BRANCH DROP TYPE o A 2. ALL LEVELS, CHAINAGES & DISTANCES IN METRES.
BRANCH LINE NUMBER 3. REFER SEQ-SEW-1200 SERIES FOR BEDDING & BACKFILL REQUIREMENTS.
PROPERTY CONNECTION TYPE Ba EX 4, REFER SEQ-SEW-1300 SERIES FOR MAINTENANCE STRUCTURE TYPES AND.
DROPS AND FOR NUSEWER COMPLIANT APPURTENANCES.
HOE UDINAL SECTION ORIENTATION DRAWN TO = 5. REFER SEQ-SEW-1106 SERIES FOR PROPERTY CONNECTION TYPES.
Q 6. _ DETAILS OF COMPOUND BENDS ARE TO BE SHOWN ON DESIGN DRAWINGS.
MATCH DIRECTION OF LAYOUT PLAN. =
ALL EXISTING SERVIGES ARE INDICATIVE ONLY AND = S = m » 7. BORED OR JACKED SEWER PIPES ARE TO BE IN ACCORDANCE WITH
ARE TO BE CONFIRMED ON SITE PRIOR TO . = 3 [2 2 SEQ-SEW-1402-1 AND SEQ-SEW-1403-1, INCLUDING ENCASING PIPE AND
CONSTRUCTION 3 a z FS = 3 SEWER PIPE.
8 a | | 3 | 35
alg “lg a, | 2 g ls 2 LEGEND
ap |e 3 ' = 3s FP ERGE
sie Slo ZS | 2 1 oe PP RIVATE PROPERTY
=|/8 gle alo ( €| a | & R END RADIUS (HOR, VERT, COMP)
els B|S rie | |g & SRB = SHORT RADIUS BEND - 0.75 RADIUS
Os as gIs | Sle ‘e¢ L = BEND LENGTH
= 9
\ |g | 2 LEGEND - MAINTENANCE COVER TYPES
ee a ~ blz 1g
a ~~ s+ +e gis a = CLASS B NON-TRAFFICABLE
SRE ce @ = CLASS D TRAFFICABLE
PROPOSED SEWER LINE 1 | WT TTS eg ;
Loe tt be
EXTERNAL DROP | PROPOSED SEWER LINE 1 PROPOSED EX.0150
‘SEWER LINE 1
NoTE:
EXISTING INVERT LEVEL
qd qd TO BE CONFIRMED ON SITE
DATUM: 0.000
ADJACENT PROPERTY BELOW NEW BASEMENT. BELOW
PROPERTY DESCRIPTION FOOTPATH
PIPE NOMINAL DIAMETER (DN) DN‘150 PVC-U DN150PVC-U DN150 .
TYPE, CLASS PVC Unitywater
——— = - 30 16008949
23.600 60.000 5.600 File No:
LENGTH
EMBEDMENT TYPE TYPE 4 TYPE 4 TYPE 1
g gle zie sig
DEPTH OF INVERT BELOW FSL s R28 5/s als
3 sls cls als
INVERT LEVEL (IL) R S18 B38 SIS
o ols oles oles
2 2 2 2
FINISHED SURFACE LEVEL (FSL) = 8 8 g
8 g 8 8
EXISTING SURFACE LEVEL (ESL) = 8 = g
3 2 2 2
CHAINAGE (CH) g 8 g g
me nN oO ©]
LINE NUMBER: LINE 4
LONGITUDINAL SEWER SECTION DISCLAIMER
HORIZONTAL SCALE $2200, VERTICAL-SGALE 1308 WHILST EVERY EFFORT HAS BEEN MADE TO ENSURE THAT THE INFORMATION.
PROVIDED IN THIS DRAWING/DESIGN WAS ACCURATE AT THE TIME IT WAS
COMPILED, AS PART OF Q.U.U's “AS CONSTRUCTED" RECORDS, IT REMAINS THE
RESPONSIBILITY OF PROPERTY OWNERS AND THEIR CONTRACTORS,
SUB-CONTRACTORS, EMPLOYEES, SERVANTS AND AGENTS AS APPROPRIATE IN THE
CIRCUMSTANCES TO MAKE ALL REASONABLE EFFORTS TO ASCERTAIN THE PRECISE
LOCATION OF EXISTING INFRASTRUCTURE INCLUDING WATER MAINS, SEWERS AND
DRAINS BEFORE UNDERTAKING EXCAVATION OR CONSTRUCTION WORK.
USERS OF THE INFORMATION SHOULD BE AWARE THAT SINCE THE ORIGINAL
RECORDING OF THE DEPTHS IN RELATION TO GROUND LEVELS, CHANGES MAY HAVE
OCCURRED AS A RESULT OF SUBSEQUENT WORK OR ACTIVITIES INVOLVING FILLING
OR EXCAVATION. CONSEQUENTLY, QUEENSLAND URBAN UTILITIES AND vT
CONSULTING ENGINEERS TAKES NO RESPONSIBILITY FOR ANY APPARENT ERROR
OR INACCURACIES THAT ARE SHOWN TO EXIST AS AT THE DATE INFORMATION WAS.
PROVIDED OR AT A LATER DATE.
‘THE ABOVE ALSO APPLIES TO LOCATION AND DEPTH OF OTHER PUBLIC UTILITIES.
2 CuENT seve 1:400, 1:200 prawn JC PROJECT OB Ne
25. SHEETSZE A DESIGN AVT TEWANTIN - NOOSA RSL 16144
o g83 oa AHD ECKD AVT 1 MEMORIAL AVE, TEWANTIN QLD 4565
C_ [14.11.16] FOR APPROVAL AvT | AVT ame 8 gs & ‘APPROVED. DRAWING TITLE DRAWING No. REV
2 en. <1") wT CONSULTING s3é52 SEWER RETICULATION LONG SECTION c004 ¢
SCALE THO EAE AOU A_ [1410.16] FOR APPROVAL sc Av ENGINEERS soReSs
rev | ate AMENOMENT ov | ae NOT FOR CONSTRUCTION
Page 4
2016008949
Nov 22, 2016
[OCR of page images]
2016
PLOTTED 14
EXISTING BUILDING WALL
‘ASSUMED SUSPENDED SLAB
REFER STRUCTURAL ENGINEERS
DRAWINGS.
EXISTING GROUND FLOOR GROUND FLOOR -RL 8.30 GROUND FLOOR- RL 8.30
APPROXIMATE EXISTING
‘COLUMNS REFER STRUCTURAL GROUND LINE
ENGINEERS DRAWINGS
ah
~ ~
‘O-— EXISTING SEWER TO BE
‘ABANDONED AND REMOVED
EXISTING BASEMENT BASEMENT - RL 5550 BASEMENT -RL 5.550
| 28
‘im CLEAR ZONE ASSUMED SLAB ON GROUND PROPOSED SEWER SS
ASSUMED FOOTINGS TYPICAL REFER STRUCTURAL ENGINEERS N50 PVC-M a ae ‘ASSUMED RETAINING WALL FOOTING
REFER STRUCTURAL DRAWINGS. aI aa REFER STRUCTURAL ENGINEERS DRAWINGS.
ENGINEERS DRAWINGS
[+ BORED PIERS REQUIRED EACH SIDE OF SEWER
7 coensewer q (TO STRUCTURAL ENGINEERS DETAILS)
PROP( TO GO MIN 0.3m BELOW INVERT LEVEL OF SEWER.
* DNt5O PVC -M Lggge Lag Sica TO ENSURE THE SEWER IS NOT LOADED BY THE
RETAINING WALL,
030
MN
% ANY FOOTINGS INSIDE THE SEWER'S
‘ZONE OF INFLUENCE MUST BE TAKEN
BELOW SEWER INVERT LEVEL TO
ENSURE THE SEWER IS NOT LOADED
SEWER CROSS SECTION
‘SCALE 150
SEWER CROSS SECTION
SCALE 1:50
@ Unitywater
APPROVED PLANS
File No: ..2916008949
Signed:
Dated:
WHILST EVERY EFFORT HAS BEEN MADE TO ENSURE THAT THE INFORMATION
PROVIDED IN THIS DRAWINGIDESIGN WAS ACCURATE AT THE TIME IT WAS
COMPILED, AS PART OF UNITYWATER’s “AS CONSTRUCTED" RECORDS, IT REMAINS
‘THE RESPONSIBILITY OF PROPERTY OWNERS AND THEIR CONTRACTORS,
SUB-CONTRACTORS, EMPLOYEES, SERVANTS AND AGENTS AS APPROPRIATE IN THE
CIRCUMSTANCES TO MAKE ALL REASONABLE EFFORTS TO ASCERTAIN THE PRECISE
LOCATION OF EXISTING INFRASTRUCTURE INCLUDING WATER MAINS, SEWERS AND.
DRAINS BEFORE UNDERTAKING EXCAVATION OR CONSTRUCTION WORK.
USERS OF THE INFORMATION SHOULD BE AWARE THAT SINCE THE ORIGINAL
RECORDING OF THE DEPTHS IN RELATION TO GROUND LEVELS, CHANGES MAY HAVE
OCCURRED AS A RESULT OF SUBSEQUENT WORK OR ACTIVITIES INVOLVING FILLING
OREXCAVATION. CONSEQUENTLY, UNITYWATER AND vT CONSULTING ENGINEERS
TAKES NO RESPONSIBILITY FOR ANY APPARENT ERROR OR INACCURACIES THAT
ARE SHOWN TO EXIST AS AT THE DATE INFORMATION WAS PROVIDED OR AT A
LATER DATE,
‘THE ABOVE ALSO APPLIES TO LOCATION AND DEPTH OF OTHER PUBLIC UTILITIES.
(CUENT SAE 150 DRAWN JC PROUECT 0B No
Descn AVT TEWANTIN - NOOSA RSL 16144
oa AHD cwecne _ AVT 1 MEMORIAL AVE, TEWANTIN QLD 4565
‘APPROVED DRAWING TITLE DRAWINGN REV
SEWER RETICULATION
: BUILD OVER SEWER SECTIONS C005 B
4.11.16] FOR APPROVAL ° at [Av
A [14-10-16] FOR APPROVAL ic [av
wey | one mate > [=| ENGINEERS
[email protected]
(07) 3172 8334
PO Box 26, Carina
aL 4152
vtce.com.au_
z
SCALE 1:50
NOT FOR CONSTRUCTION
Page 5
2016008949
Nov 22, 2016
[OCR of page images]
(voRauLiC SERVICES LEGEND
NEW HOUSE DRAINAGE
EXISTING HOUSE DRAINAGE
EXISTING COUNCIL SEWER
CIVIL SEWER
EXISTING TRADE WASTE
—— Tw —— NEW TRADE WASTE
he — EXISTING VENT PIPE
= VENT PIPE g
EXISTING STORMWATER =
— — — — NEW STORMWATER
RAINS
R SERVICE
HD
——/P W—— NEW NON-POTABLE WATER
G EXISTING GAS SERVICE
——sPR —— NEW SPRINKLER SERVICE
8 BASIN
BWU BOILING WATER UNIT
cH CHECK VALVE
(os CLEAR OUT TO SURFACE
wy COPPER
wv CONTROL VALVE
wo COLD WATER DROPPER
CWR COLD WATER RISER
CHU CHILLED WATER UNIT
oD DRAINAGE DROPPER
oA DIAMETER
OL DOWNSTREAM INVERT LEVEL
DOWN PIPE q
OP.
(EXIST) EXISTING
EXPANSION JOINT (RUBBER)
WATER METER
3 {EXIST
EXISTING. WATER HETER-TO BE
REMOVE AND CAPPED \AND
UNITY WAT
NOS EWATER METER
: ae
‘© NEXISTING WATER METER
AN
TOBE
0
DRAINAGE PLAN No.
700 GWT
BR)
FFL. FINSHED FLOOR LEVEL
FAR FIRE HOSE REEL
5D FIRE SERVICE DROPPER
FSR FIRE SERVICE RISER
FW FLOOR WASTE
FWG FLOOR WASTE GULLY
ove GREASE VENT PIPE
GALV. GALVANISED
Wl GALVANSED WROUGHT IRON
40 HEAVY DUTY
HC HOSE COCK
HOPE HIGH DENSITY POLYETHYLENE
HV HYDRANT VALVE
HWAGAFETBAY HOT WATER SRAPPEBYTUNDISH
HW HOT WATER DROPPER
HWR HOT WATER RISER
WU WATER U
10 INSPECTION OPENNG |
Pa KLOPASCALS |
us LITRES PER’ SECOND
wD REDUCED PRESSURE ZONE DEVICE —
5K SINK eT Re
SHH SEWER MANHOLE ¥ |
SWO STORMWATER DROPPER
‘SWIP STORMWATER INSPECTION PIT
TLV TEMPERATURE LIMITING VALVE cH- =
TwOD TRADE WASTE DRAINAGE DROPPER =
UL UPSTREAM INVERT. LEVEL i]
wvc UNPLASTICSED POLYVINYL CHLORIDE; |
wR URINAL \ |
\B VANITY BASIN
ve VENT PIPE
we WATER CLOSET
* CAP AND SEAL
CONCRETE PLINTH (150mm HIGH)
4 rl
| ‘Wom TESTABLE DOUBLE CHECK
VALVE ABOVE GROUND IN
_ 7 VANDAL-PROOF BOX.
~~ © (ALLOW ALL CosTS},
REMOTE MOUNTED PUMP CONTROL PANEL.
PUMP TEST/ PRESSURE RELIEF DRAW:
_ DISCHARGES-OVER TEST DRAIN.
ANMUBAR OR EQUAL FLOW SENSOR.
C JACKING PUMP
1OL/S @ 90m HEAD.
_AVESEL FIRE HYDRANT PUMP
YOL/S @ 85m HEAD ON
ENGINEERS.
“M000 “WATER SERVICE
BY UNTY, WATER.
| noe Ta ae \
_EMONEERS ORAWINGS.
ia g
UNITY: WATER.
CIVIL ENGINEERS
DRAWINGS.
DRawincs. —\/
RELOCATED CLEA
ORIVEWAY, BY
WATER. REFER
A S)
EXISTING HY 10 B
DRAWING:
(ALLOW. ALL COSTS)
wy ola alls soeeseracscs
| POTABLE) \ | r
FORIGREASE. ARRESTOR| WASHOOWN
3
‘Snm RPZD COMPLETE WITH
CV'S AND STRAINER ON\WALL.
{ALLOW ALL COSTSI
LOCATE. AND CONNECT T0-
EXISTING WATER SERVICE. ~~
(ALLOW ALL COSTS)
REFER HO7 FOR CONTINUATION.
BASEMENT FLOOR PLAN (1 OF 2) / WATER & FIRE SERVICES
SCALE 1:100
FIRE HYDRANT BOOSTER AND:
CABINET WITH FIRE RATED
WING WALL BEHIND.
=f REFER-DETAL
LOW ALL COSTS)
DUAL HYDRANT STAND Pl
| REFER DETA
File No:
Signed:
Dated:
edna ote Mae Ke Sauk. fe
@ Unitywater
APPROVED PLANS
2016008949
Nov.22
vesavegecvoucencrseeegnes 900000
To
AL elt
650 |DIESEL:EXHAUST | |||
{THERMO WRAPPED) {
K j
\
THE OWNERSHIP OF THE COPYRIGHT OF ALL DRAWINGS
[AND DOCUMENTS AND OF THE WORK EXECUTED FROM
THEMIS VESTED IN RUBICON CONSTRUCTIONS PTY. LID.
notes
(DO NOT SCALE FROM THIS DRAWING
USE ONLY DIMENSIONS PROVIDED.
VERIFY ALL DIMENSION ON STE
KEY PLAN
no.| amendment date | init,
tor | DeBer DeroneT 1 | 2o7a7e | on
v
®
=
0
°
fae aranmgr mace 20 Seuns Sheet
dawn date designed
OR JUL 2016 BRW
BRW reference
10362
Rubicon Design & Construct Pty. Ltd.
ACN. 050 400 210
4110 Kingsford Smith Ore, Eagle Farm, QLD, 4009
Phone:(07) 3267 2400 Fax (07) 3287 2440
40 Bell Street, PO Box 2020, Fitzroy, VIC, 3065,
Phone:(03) 8682 9160
ariseane oFrice
tevet 13 oeRw000 ROAD,
Teuemone (or seen sce
Pacsie _erawevess
ABSCA’ SL rascineranraee com as
principal
TEWANTIN NOOSA RSL
TEWANTIN
project
TEWANTIN NOOSA RSL
REDEVELOPMENT
location
5 MEMORIAL AVENUE
TEWANTIN QLD 4565
drwg. title
HYDRAULIC SERVICES
BASEMENT FLOOR PLAN
(1 OF 2) / WATER &
FIRE. SERVICES
scale
drwg. no. fmenal
11:10)
«]1620/HWD/H05|DD4
J
100mm
50
40
a DRAWN SCALE
30
20
0510