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2373 Hydraulics 07.06.22
Attached to the e-mail Response to Information Request OPW22/0124 - 34 Peregian Esplanade, Peregian Beach.
Plans and drawings
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Log in to see the plans as drawn TEAL STREET
GENERAL NOTES SANITARY PLUMBING & DRAINAGE LINE TYPE LEGEND SITE CLASSIFICATION:
1. OBTAIN ALL NECESSARY APPROVALS FROM ALL AUTHORITIES HAVING 1. ALL SANITARY DRAINAGE SHALL BE 100 DIA. AT 1.65% FALL U.N.O.
HOUSE DRAINAGE CLASS 'P/S' (Y's 20mm)
JURISDICTION AND PAY ALL FEES DUE. COMMENCEMENT OF PLUMBING AND VENT
DRAINAGE WORKS SHALL NOT PROCEED UNTIL ALL NECESSARY APPROVALS 2. MINIMUM SIZE OF ACCESS PANELS SHALL BE 300mm X 300mm. STORMWATER DRAINAGE
HAVE BEEN PROVIDED BY THE LOCAL AUTHORITY
3. ANY FLOOR WASTE GULLY LOCATED IN A LAUNDRY SHALL BE PROVIDED WITH AN COLD WATER
INSTALLATION GUIDELINE
2. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE LOCAL AUTHORITY ANTI-FOAMING GRATE SYSTEM. HOT WATER NOTE: THE FOLLOWING NOTES & DETAILS ARE A GUIDE ONLY FOR
HAVING JURISDICTION AND WITH THE REQUIREMENTS OF ALL RELEVANT ARTICULATION OF SANITARY PLUMBING & DRAINAGE AND SHALL BE READ IN
AUSTRALIAN STANDARDS & PLUMBING & DRAINAGE ACT 2018. MATERIALS: TEMPERED WATER
CONJUNCTION WITH AS/NZS 3500, AS2870, MANUFACTURERS INSTALLATION
SUBSOIL DRAINAGE RECOMMENDATIONS & ANY OTHER RELEVANT STANDARDS, & REQUIREMENTS
3. THE CONTRACTOR IS TO ASCERTAIN THE EXACT LOCATION OF ALL EXISTING HOUSE DRAINAGE - PVC CLASS DWV OF THE N.C.C.
SERVICES PRIOR TO COMMENCEMENT OF CONSTRUCTION AND CONFIRM INVERT RISING MAIN
LEVELS AND LOCATIONS OF ALL AUTHORITY CONNECTIONS PRIOR TO THE SOIL, WASTE AND VENT PIPE - PVC CLASS DWV EXISTING WATER 1. ALL SEWER & STORM WATER SERVICES SHALL BE CONSTRUCTED IN
INSTALLATION OF ANY ASSOCIATED SERVICES. THE CONTRACTOR SHALL BE ACCORDANCE WITH AS/NZS 3500 & THE REQUIREMENTS OF AS2870 SECTION 5:
RESPONSIBLE FOR THE COST OF RECTIFICATION OF ANY DAMAGE WHICH MAY EXISTING SEWER
CLAUSE 5.5 & SECTION 6: CLAUSE 6.6. ARTICULATION & EXPANSION JOINTS ARE
OCCUR. NO OPINION IS EXPRESSED AS TO THE ACCURACY OF THE EXISTING EXISTING HOUSE DRAIN TO BE INSTALLED TO ACCOMMODATE MOVEMENT IN ALL PIPE WORK WITHIN 3m
SERVICES SHOWN ON THIS DRAWING. STORMWATER & DOWNPIPES EXISTING STORMWATER OF THE DWELLING & SHALL COMPLY WITH AS1260.
4. THESE DRAWINGS ARE A DIAGRAMMATIC REPRESENTATION OF A PROPOSED BEAM PENETRATION 2. PLUMBING & DRAINAGE UNDER THE SLAB SHALL BE AVOIDED WHERE PRACTICAL
1. ALL STORMWATER DRAINAGE SHALL BE 100 DIA. AT 1% FALL U.N.O.
PLUMBING AND DRAINAGE INSTALLATION. USE DIMENSIONED ARCHITECTURAL (REFER AS/NZS 3500 CLAUSE 4.10).
N ESP
CAST IN SLAB
DRAWINGS FOR SET OUT OF PENETRATIONS RELATING TO PLUMBING FIXTURES.
2. Ø100 DOWNPIPES ARE MINIMUM REQUIRED CROSS-SECTIONAL AREA.
IT IS THE RESPONSIBILITY OF THE INSTALLER TO CO-ORDINATE THE ON-SITE 3. GRADES IN PIPE WORK ON H, E & P SITES SHOULD HAVE A MINIMUM GRADE OF
INSTALLATION WITH OTHER SERVICES INSTALLATIONS, STRUCTURE AND THE MATERIALS: 1:40 WITHIN THE BUILDING AND 1:60 ELSEWHERE. GRADES IN FLEXIBLE FITTINGS
LIKE. DO NOT SCALE THESE DRAWINGS. TO BE SET AT THE MINIMUM GRADE.
DOWNPIPES - PVC CLASS DWV
SYMBOLS
PEREGIA
5. 'AS-CONSTRUCTED' DRAWINGS- WHERE REQUIRED BY THE LOCAL AUTHORITY- 4. ALL EXPANSION & ARTICULATION JOINTS SHALL BE INSTALLED IN ACCORDANCE
ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL STORMWATER - PVC CLASS SW HEAVY UNO WITH THE MANUFACTURER’S SPECIFICATIONS. ALL JOINTS SHALL BE SET AT THE
FLOW DIRECTION
RECORD ALL CHANGES TO ORIGINAL DESIGN AND ALLOW ALL COSTS FOR THE MID POINT OF STRAIGHT SECTIONS TO ALLOW FOR MAXIMUM MOVEMENT IN
PREPARATION OF 'AS-CONSTRUCTED' DRAWINGS. SUBSOIL DRAINAGE - PERFORATED PVC (DN100 U.N.O.) IN SERVICE & ITEM NUMBER LABEL EITHER DIRECTION.
WATER/FIRE SERVICE
FILTER SOCK SIZE SIZE
6. AS A CONDITION OF TENDERING, THE CONTRACTOR SHALL VISIT THE SITE AND 5. “SWIVEL JOINTS” SHALL NOT BE USED AS A BEND TO ACHIEVE CORRECT FALLS.
SHALL BE DEEMED TO BE FULLY AWARE OF SITE CONDITIONS. ANY CLAIM FOR AIRCON CONDENSATE - 25Ø PVC WITH 10mm BRADFLEX FLOW DIRECTION 14.50
14.00
13.50
VARIATION ON THE BASIS OF LACK OF KNOWLEDGE OF SITE CONDITIONS SHALL INSULATION 6. DETAIL & SUPPORT OF TRAPS AT THE O.R.G. SHALL BE CONSIDERED ON SITE TO
13.00
ELEVATED PIPEWORK EPD S 12.50
NOT BE ACCEPTED. ALLOW FOR POTENTIAL MOVEMENTS INCLUDING ISOLATION & ARTICULATION 12.00
DROPPER/STACK SIZE SIZE 11.50
ASSOCIATED WITH PATHS & PAVEMENTS, THE O.R.G. SHOULD BE CAST IN 11.00
7. WHERE A PARTICULAR MANUFACTURERS PRODUCT IS SPECIFIED OR NOTED, IWD CONCRETE MONOLITHICALLY WITH THE FOOTING SYSTEM ON CLASS H, E & P 10.50
INDEPENDENT WASTE DROPPER
OTHER MANUFACTURERS PRODUCTS MAY BE SUBSTITUTED. SUBSTITUTED
PRODUCTS MUST HAVE PERFORMANCE AND LONGETIVITY CRITERIA EQUAL TO ABBREVIATIONS SITES. 10.00
9.50
OR GREATER THAN THE SPECIFIED PRODUCT. DOCUMENTED PROOF OF SAID
CRITERIA MAY BE REQUIRED. AAV - AIR ADMITTANCE VALVE EXPANSION JOINT 7. ALL PVC PIPE WORK PASSING THROUGH CONCRETE SHALL HAVE A MINIMUM OF
40mm LAGGING UNO.
LOCATION PLAN
AP - ACCESS PANEL NTS
8. USE EXISTING HOUSE DRAIN & WATER CONNECTIONS, PAY ANY AND ALL FEES BTH - BATH FLOOR WASTE GULLY
8. STORM WATER SYSTEMS THAT COLLECT ROOF WATER & SURFACE WATER ARE
DUE. B - BASIN
REQUIRED TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH AS/NZS
BV
CV
-
-
BALL VALVE
CHECK VALVE
STOP TAP 3500 RPD
CW - COLD WATER LOT: 304
ISOLATION VALVE 9. THE USE OF CORRUGATED FLEXIBLE PVC PIPE PRODUCTS SHOULD BE AVOIDED
CWM - CLOTHES WASHING MACHINE PLAN: P93112
WATER SUPPLY DP - DOWNPIPE
ON CLASS H & E SITES AS THEY ARE NOT ABLE TO EXPAND LONGITUDINALLY TO
GATEVALVE PADLOCKED OPEN ACCOMMODATE POTENTIAL VERTICAL & LATERAL MOVEMENTS AT THE SLAB OR
DuCV - DUAL CHECK VALVE
1. CW & HW TO INDIVIDUAL POINTS IS 15Ø U.N.O. FOOTING EDGE UNLESS SPECIFICALLY DESIGNED BY THE MANUFACTURER.
DWM - DISH WASHING MACHINE
EJ - EXPANSION JOINT CHECK VALVE
2. HW IS 15Ø THROUGHOUT U.N.O. 10. ALL PIPE WORK INCLUDING STORM WATER FITTINGS & ADAPTERS SHALL BE
EPD - ELEVATED PIPEWORK DROPPER
WATER METER
PROTECTED FROM MECHANICAL DAMAGE.
FF - FROG FLAP
3. CW TO MORE THAN 1 POINT SHALL BE 20Ø OR GREATER FFL - FINISHED FLOOR LEVEL
11. TERMITE PROTECTION IS NOT SHOWN ON THESE DRAWINGS. REFER TO THE
FU - FIXTURE UNITS END CAP
4. EXTERNAL HOSE COCKS SHALL BE SUPPLIED WITH 20Ø (MIN) FEED BUILDING DESIGNER FOR DETAILS.
FS - FIRE SERVICE
FSL - FINISHED SURFACE LEVEL
5. SIZING (EG 20Ø) REFERS TO TYPE B COPPER TUBE. REFER AS 3500.1.2 TABLE 1.1 PUMP 12. ALL DETAILS ARE INDICATIVE ONLY. REFER TO STRUCTRUAL ENGINEERS
FW - FLOOR WASTE
FOR EQUIVALENT PIPE SIZE IN OTHER APPROVED MATERIALS. DRAWINGS FOR DETAILS ON SLAB AND FOOTING LAYOUT
FWG - FLOOR WASTE GULLY
HC - HOSE COCK 250 x 250 FIELD INLET PIT WITH
6. IN NO CASE SHALL A 15Ø COLD BRANCH EXCEED 3m IN LENGTH ALUMINIUM GRATE EQUAL TO EVERHARD
13. PROVISIONS SHALL BE MADE FOR THE CONNECTION OF OVERFLOW OR WATER
HCB - HOUSE CONNECTION BRANCH
EasyDRAIN DISCHARGE FROM FIXTURES SUCH AS H.W.S. AND A.C. TO A DRAIN AS REQUIRED
HD - HEAVY DUTY
7. POSITION SERVICES IN CEILING SPACES AND WALL FRAMING U.N.O. BY THE RELEVANT LOCAL AUTHORITY.
HL - HIGH LEVEL
450 x 450 CATCHPIT HAVING A HDG
HW - HOT WATER
8. JOINTS IN PRESSURED WATER SERVICE PIPES UNDER FLOOR SLABS ARE NOT SUMP GRATE & FRAME EQUAL TO 14. ADDITIONAL EXPANSION & SWIVEL JOINT TO BE INSTALLED AT SEWER
HWU - HOT WATER UNIT WEBFORGE MODEL MSG44
PERMITTED. CONNECTION POINT,OSTP, OR GREASE TRAP
IL - INVERT LEVEL
IO - INSPECTION OPENING 600 x 600 CATCHPIT HAVING A HDG
9. ALL IN-GROUND VALVES AND OR METERS SHALL BE ENCLOSED IN APPROVED SUMP GRATE & FRAME EQUAL TO 15. DRAINAGE LOCATED IN UNCONTROLLED FILL AREAS EXCEEDING 800mm SHALL BE
IOS - INSPECTION OPENING TO SURFACE
PATH BOXES. WEBFORGE MODEL MSG66 SUPPORTED TO THE UNDERSIDE OF SLAB WITH STAINLESS STEEL STRAPS AT
IV - ISOLATION VALVE
1.2m CENTRES.
LL - LOW LEVEL 300 TRENCH DRAIN HAVING A HDG
10. FLOW RESTRICTION DEVICES SHALL BE FITTED WHERE TAP FLOW RATES ARE NRV - NON RETURN VALVE GRATE & FRAME EQUAL TO
NOT SELF-LIMITING. DEVICES SHALL HAVE A MINIMUM OF 4 LARGE WATERWAY OF - OVERFLOW WEBFORGE MODEL MTG30 EXPECTED MINIMUM REQUIREMENTS FOR
PORTS TO REDUCE BLOCKAGES. (CONSERV OR SIMILAR) THEY SHALL BE USED ORG - OVERFLOW RELIEF GULLY BALCONY OUTLET EQUAL TO EXPANSION & ALLOWABLE ROTATION IN FITTINGS
TO RESTRICT FLOWS TO BASINS, SINKS, SHOWERS & TUBS TO A MAXIMUM FLOW PBO - PLANTER BOX OUTLET SPS 100 SQUARE VARI-LEVEL SIDE
OF 9L/min. PRV - PRESSURE REDUCING VALVE BO1 SITE CLASS MIN. EXPANSION REQD ALLOWABLE ROT.
OUTLET DRAIN (50mm OUTLET)
RAG - REGISTERED AIR GAP MODEL: Q100N/C90 E 150mm 15°
11. HOT WATER INSULATION SHALL FULLY COMPLY WITH AS3500.4-2018 SECTION 8. RHS - RECTANGULAR HOLLOW SECTION RAINWATER OUTLET EQUAL TO
MINIMUM R VALUE OF 0.3. RL - REDUCED LEVEL RWO1 H2 75mm 15°
SPS TRUFLOW 100mm WITH CLASS C
RPD - REAL PROPERTY DESCRIPTION GRATE. MODEL: TBS100F H1 60mm 15°
12. TAP OUTLET POINTS SHOWN ON THE PLAN ARE INDICATIVE ONLY. REFER TO S - SINK
ARCHITECTURAL AND/OR END CLIENT SPECIFICATIONS FOR PRECISE OUTLET SHR - SHOWER DOMED RAINWATER OUTLET EQUAL TO P DEPENDENT ON SITE N/A
LOCATIONS. SL - SURFACE LEVEL SPS TRUFLO 100mm RWO2
MODEL: TIB100D2
STY - SAFE TRAY
13. INSTALL COLD WATER CONTROLS AND PIPING ON THE INLET SIDE OF A HWU TO TD - TUNDISH PLANTER BOX OUTLET EQUAL TO
COMPLY WITH AS 3500.4 AND IN ACCORDANCE WITH THE REQUIREMENTS OF THE TTD - TRAPPED TUNDISH SPS TRUFLO 100mm RWO WITH ALL
PURPOSE PLANTER BOX ADAPTOR PBO1
LOCAL AUTHORITY TG - TEST GATE
MODEL: TIA 100PB
TPV - TEMPERING VALVE
PLANTER BOX OUTLET EQUAL TO
14. RETICULATE HOT WATER TO ALL FIXTURES EXCEPT HOSE COCKS, DISHWASHERS TR - TROUGH SPS TRUFLO 100mm RWO WITH ALL PBO2
AND WATER CLOSETS UNO - UNLESS NOTED OTHERWISE PURPOSE PLANTER BOX ADAPTOR
UW - UNITYWATER MODEL: TIA 80PB
15. PROVIDE 65° HOT WATER TO SINKS AND LAUNDRYS ONLY, ALL OTHER FIXTURES VB - VACUUM BREAKER
TO BE FITTED WITH A TEMPERING DEVICE AND SET TEMPERATURE AS WC - WATER CLOSET
NOMINATED BELOW -
15.1 THERMOSTATIC MIXING VALVE SET TO 45°C FOR HOT & COLD DISABLED
FACILITY HYGIENE FIXTURES FIXTURE LEGEND
15.2 TEMPERING VALVE SET TO 50°C TO ALL OTHER HOT & COLD HYGIENE
FIXTURES
WATER CLOSET LAGGING THICKNESS: 40mm
16. TAPS OR OTHER OPERATIONAL CONTROLS PROVIDED IN SANITARY FACILITIES FOR H,E & P SITES UNLESS
FOR PEOPLE WITH DISABILITIES SHALL BE IN ACCORDANCE WITH - NOTED OTHERWISE
16.1 AS1428.1 (2001) & AS1428.2 FOR PASSENGER USE AREAS OF CLASS 9b AND "SWIVEL/KNUCKLE JOINT"
CLASS 10 PUBLIC TRANSPORT BUILDINGS; AND BASIN INSTALLED TO MANUFACTURER'S
RECOMMENDATIONS
16.2 AS1428.1 (2009) FOR ALL OTHER BUILDINGS
17. PROVIDE A 500kPa PRESSURE REDUCING VALVE IMMEDIATELY DOWNSTREAM OF SHOWER "EXPANSION JOINT" (LUBRICATED
THE DOMESTIC SERVICE ISOLATING VALVE WRAPPED IN 2 LAYERS OF 200 MICRON
POLYTHENE & SEALED WITH
MATERIALS: PRESSURE SENSITIVE TAPE TO
EXCLUDE SOIL PARTICLES)
SINK
ACRONITRILE BUTADIENE STYRENE, TYPE B COPPER, COPPER ALLOY STAINLESS
STEEL, POLYBUTYLENE, POLYETHYLENE, CROSS-LINKED POLYETHYLENE, HIGH
DENSITY POLYETHYLENE. WITH LIMITATIONS AS STATED IN AS 3500.
BATH
TYPICAL PIPE THROUGH BASEMENT
ALL HOT AND COLD WATER SERVICES LOCATED WITHIN A CONCRETE SLAB SHALL
BE ENCASED IN CONDUIT FOR THE FULL DISTANCE INCLUDING ENTRIES & EXITS WALL DETAIL
FROM THE SLAB FACE/ FORMWORK. ACRONITRILE BUTADIENE STYRENE SHALL
NTS
NOT BE LOCATED IN CONCRETE SLABS/WALLS
LAUNDRY TUB
BACKFLOW PREVENTION TABLE WASHING MACHINE
10
TYPE FORM OF POTENTIAL CROSS CONNECTION DEVICE
CONTAINMENT SITE DuCV
OUTDOOR BATH
INDIVIDUAL HOSE COCK VB
NOTE:
PROVIDE ADDITIONAL BACKFLOW DEVICES TO ALL COMMERCIAL FIXTURES IN ACCORDANCE
WITH MANUFACTURERS AND / OR LOCAL AUTHORITY REQUIREMENTS.
A 07.06.22 APPROVAL JS
ISSUE DATE REVISION DESIGNED
FIXTURE WASTE SIZE TABLE
SPICE CONSULTING
WATER CLOSET TO DRAIN Ø100 CONSTRUCTION HYDRAULICS CONSULTANTS
5
BASIN TO DRAIN Ø65 PO BOX 1406 BUDERIM QLD 4556
SINK TO DRAIN Ø65 QBCC Telephone: 0428 434 219
OVERFLOW RELIEF GULLY TO DRAIN Ø100 1124616 Email: [email protected]
CLIENT
VENT TO DRAIN Ø100 R & A MURRAY
ALL SANITARY DRAINAGE SHALL BE 100 DIA. AT 1.65% FALL U.N.O.
ASSOCIATED CONSULTANT
DRAWING : LEVEL: AHD
GENERAL NOTES & LOCATION PLAN SCALE:
A1 - 1: 100
A3 - 1: 200
0
PROJECT: STATUS ISSUE :
PROPOED RESIDENCE at APPROVAL
34 PEREGIAN ESPLANADE, DWG. No.
2373-01
A
PEREGIAN BEACH
SHEET :
01 OF 03
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RISE TO VISUAL
ALARM ON WALL
225 DIA. HOLDING WELL
WITH HDG
CHECKERPLATE COVER
LIFT SHAFT
FLOOR RL
RECESSED IN SLAB STORMWATER PUMPS
(SEE FLOOR PLANS)
THE DUAL STORMWATER PUMPS SHALL EACH BE
CAPABLE OF DELIVERING 3L/S @ 5 METRES HEAD. THE
X 7.860 7.860 X
PUMPS SHALL BE AUTOMATICALLY CONTROLLED FROM
IN WALL PUMPSTATION PUDDLE THE CONTROL PANEL AND BE AUTOMATICALLY
FLANGE PUDDLE PRESSURE ALTERNATING. BOTH PUMPS TO RUN AT HIGH LEVEL.
EQUAL TO SANIFLO
X 8.080 FLANGE PVC (REFER DETAIL)
SANIPACK PRO UP
MANUFACTURERS SPEC
REQUIREMENTS TO LIFT
RM PUDDLE
25 FLANGE CONTROL PANEL
ENTRY THE CONTROL PANEL SHALL BE FITTED WITH MANUAL,
3OO X 300 GULLY OFF AND AUTO SWITCHES, RUN AND FAULT LIGHTS AND
RM WITH NON - SLIP
25 BE CONNECTED TO AN AUDIBLE AND VISUAL ALARM
GRATING MOUNTED IN CLOSE PROXIMITY TO THE PANEL.
LIFTING CHAINS
SET FLOAT SWITCH CONTRACTOR TO ALLOW ALL COSTS FOR THE
200mm BELOW BASE OF INSTALLATION OF THE CONTROL PANEL AND ANY
LAYFLAT BLUE
LIFT WELL ASSOCIATED WIRING BETWEEN THE CONTROL PANEL
X 8.590 X 7.800 HOSE
AND THE PUMPS.
RW01 UNDER BENCH PUMP
STATION EQUAL TO 200
Ø100
SANIVITE
CONTROL SWITCH SETTINGS
LIFT PIT PUMPOUT
600
POINT. (REFER 90° REDUCING JUNCTION-SWJ SWITCH NO. ACTION RL
DETAIL) PUDDLE
SURFACE LEVEL 7.800
FLANGE
INLET IL 7.550
LEVEL INVERT TAPER
RAIN
STORMWATER PUMPWELL TO BE 1 HIGH LEVEL ALARM 7.450
ENSURE PIPEWORK LOCATED M&F -SWJ
FW
300w X 100d
POURED INSITU WITH BASEMENT. Ø100 WITHIN CONCRETE 2 OVER RIDE ALTERNATOR 7.350
TRENCH D
X 7.910 REFER STRUCTURAL ENGINEERS IL 7.550 IL 7.600 STRUCTURE IS COATED WITH PUSH ON CAP-SWJ 2500 3 PUMP START 7.070
PLANS FOR DETAILS. 'BONDCRETE' & SAND. 4 PUMP CUT OUT 6.970
Ø65
BOTTOM OF WELL (INT) 6.670
X 7.860 PIPE SOCKET F&F WITH CAP
(RRJ SOCKET x SWJ SOCKET)
7.860 X
BASEMENT DRAINAGE PLAN RM
LIFT PIT HOLDING WELL STORMWATER PUMPWELL
1:100 65 NTS NTS
NOTES:
1. SITE STORMWATER TO BASEMENT PUMPWELL SHALL BE
RESTRICTED TO DRIVEWAY CATCHMENT ONLY.
TEAL STREET
2. STORMWATER PUMPWELL TO BE POURED INSITU WITH
BASEMENT. REFER STRUCTURAL ENGINEERS PLANS FOR
DETAILS.
3. STORMWATER PUMPWELL POWER OUTAGE BACKUP & OR
GENERATOR (BY OTHERS)
SHAPE FOOTPATH SL'S
AWAY FROM LOT &
TOWARD STREET.
10.500 X
X 10.875 Ø150 10.800 X X 10.650 Ø150
14.250 + LOCATE & CONNECT
TO EXISTING Ø20mm
WATER METER
T ED
UC
0
STR D
15
B
Ø
NOTE: ENSURE 1m MIN O
UN RLAN H
Ø1 00
D E
WIDTH BETWEEN ROCK UCT
E OV WPAT
Ø1
50
STR
RETAINING WALL AND O B F O
L
Ø100
UN ND
BUILDING EDGE WALL RLA DP
OVE PATH 100
POOL
W
FLO OVERFLOW
DP DP
Ø150 100 100 NOTE: IL 9.600
DP'S CAST IN COLUMN
11.850 X X 11.000 SHALL BE FUSION IL 9.530
11.910 X
FW X 11.910 11.910 X WELDED HDPE OR X 10.000
EQUAL (TYP)
UNOBSTRUCTED
UNOBSTRUCTED
D
500w X 100d 3/150x75 RHS
TE
X 11.940 CAST IN DP
OVERLAND
OVERLAND
FLOWPATH
C
FLOWPATH
OVERFLOW TO KERB & CHANNEL
U
TR
COLUMN 100 D IN BASE OF FENCE
N
BS
SW
LA
TH
Ø100
TO PERMIT OVERLAND
O
R
PA
50
N
VE FLOW
U
W
O
O
FL
Ø25
RM
25
[email protected]%
FFL 11.310 FFL 10.760
300w X 100d TRENCH DP
DRAIN. TRENCH DRAIN
X 11.940
100
GRATE TO ARCHITECT
SPECIFICATIONS RM
X 11.260
FW 25
11.910 X
EPD1
N ESP
FFL 11.990 100
X 10.760 X 10.275
REFER WATER SUPPLY Ø25
BLOCKWORK FENCE TO FOR CONTINUATION
PEREGIA
PROHIBIT UNOBSTRUCTED 400w X 100d
[email protected]%
STORMWATER OVERLAND OVERFLOW
OVERLAND FLOW FROM FLOWPATH IN BASE OF FENCE
NEIGHBOURING LOT EPD2 DP DP TO PERMIT OVERLAND
100 100 100 FLOW
X 11.940
10
DP DP
X 11.910
100 50
X 9.720
EPD3
IL 11.600
Ø150
PBO2
11.260 X
Ø25
FW Ø100 Ø100 RM 65
14.890 + 65 DP
TOW
Ø100 100
14.50 10.250
14.00 HOB 9.900
13.50 Ø100 IOS HOB A 07.06.22 APPROVAL JS
13.00 Ø150 Ø100 LOCATE & CONNECT TO
12.50 UNOBSTRU IL 9.400 X 9.660 ISSUE DATE REVISION DESIGNED
CTED EXISTING Ø100 HCB
OVERLAND X 9.900 IL 10.050
12.00 Ø150 Ø100
FLOWPATH
11.50
IL 10.900
IL 9.600 Ø20
X 9.800 SPICE CONSULTING
IO
Ø65 IL 9.285 CONSTRUCTION HYDRAULICS CONSULTANTS
11.200 X Ø150 exSMH
5
11.00 IOS IL 9.500 SL 9.430 PO BOX 1406 BUDERIM QLD 4556
GROUND FLOOR/SITE SERVICES PLAN 10.50 Ø65 IL 8.190 QBCC Telephone: 0428 434 219
ORG WITH HC
1:100 10.00 1124616 Email: [email protected]
OVER & POOL
9.50 IL 9.270 CLIENT
BACKWASH TD
500w X 100d R & A MURRAY
OVERFLOW 3/150x75 RHS
IN BASE OF FENCE TO KERB & CHANNEL ASSOCIATED CONSULTANT
NOTE: TO PERMIT OVERLAND
SITE STORMWATER TO BASEMENT DRAWING : LEVEL: AHD
FLOW
PUMPWELL SHALL BE RESTRICTED TO GROUND FLOOR / SITE SERVICES SCALE:
DRIVEWAY CATCHMENT ONLY. PLAN
A1 - 1: 100
A3 - 1: 200
0
PROJECT: STATUS ISSUE :
PROPOED RESIDENCE at APPROVAL
34 PEREGIAN ESPLANADE, DWG. No.
2373-02
A
PEREGIAN BEACH
SHEET :
02 OF 03
Page 3
DP
100
DP
100
DP
SW 100
50
vc vc
O/F
Ø50 ROOF
O/F
BO1
BO1
CAST IN DP
COLUMN 100
Ø50V
Ø50V
BO1
200w X 50d
DP OVERFLOW
100 (TYP UNO) b wc sk wc b sk wc b b wc
EPD1
STAIR VOID UNDER TO PERMIT
UNOBSTRUCTED OVERLAND
FFL 15.050 FIRST bth shr fwg
Ø40 Ø50
shr fwg
Ø40 Ø50
shr fwg
Ø40 hwu/
sty shr fwg
Ø40 aav
bth
100 NOTE:
FLOWPATH. STEPDOWN TO Ø50 Ø40 Ø50 Ø40 Ø50 Ø40 Ø40 Ø40
VP EXTERNAL AREA REQUIRED. DP'S CAST IN COLUMN
BY ARCHITECT SHALL BE FUSION Ø40 Ø65 Ø65 Ø65 Ø50
50
WELDED HDPE OR Ø65 Ø100 Ø100 Ø65
EQUAL (TYP) Ø100 Ø100 Ø100 Ø100 Ø65 Ø65
EPD2 Ø100 Ø65 Ø65 Ø65
HWU/ Ø100 Ø100
100
Ø100
Ø100
STY NOTE:
Ø65
CONNECTIONS IN ACCORDANCE
X 15.000 WITH AS 3500.2 - 2018 CLAUSE 10.11
TG (ELEVATED DRAINAGE) TG TG
15.000 X
GROUND
DP
EPD1 6 FU EPD1 23 FU EPD3 4 FU
FALL
100
BO1
FALL
VP 100 100 65
PBO2
50
BO1
Ø50
BO1
BO1
O/F
Ø50 BO1
PBO2
X 15.000
O/F BO1 O/F
O/F
X 14.950
DP BASEMENT
O/F
50 400w X 100d DP
OVERFLOW 100
DP
EPD3
100 DP CAST IN
400w X 100d 65
OVERFLOW 100 COLUMN
STEPDOWN TO AAV
FIRST FLOOR SANITARY DRAINAGE EXTERNAL AREA
REQUIRED. BY
- SANITARY DIAGRAMMATICS
1:100 ARCHITECT NTS
400w X 100d
DP OVERFLOW
100
18.280 X
DP DP
X
50
100 100
.2
18
18.280 X
D
CTE ATH
BS TRU FLOWP RW02 RAINWATER OUTLET
U N O N D CAST IN COLUMN
RLA
OVE 18.200 X BELOW.
DP CAST IN
100 COLUMN
FW
PBO1
DP
100
VP
50 PROVIDE ??? HOB
300w X 100d TRENCH AROUND SKYLIGH
DRAIN. TRENCH DRAIN
GRATE TO ARCHITECT
EAVES GUTTER: SPECIFICATIONS
11000mm2 MIN EFFECTIVE
18.350 X
CROSS SECTIONAL AREA X 18.280 18.280 X
(TYP)
X 18.450
NOTE:
DP'S CAST IN COLUMN
SHALL BE FUSION
DP WELDED HDPE OR
PBO1 EQUAL (TYP)
100 FW
DP CAST IN
UNO
X 18.280
100 COLUMN
OVE BSTRU
RLA C 18.200 X
ND TED RW02
FLO
WPA
TH
X 18.280
50
.2
DP
18
100
X
VP
50
DP 400w X 100d
100 OVERFLOW
ROOF DRAINAGE PLAN BASEMENT WATER SUPPLY
1:100 1:100
2/HC
Ø20
Ø15
2/HC
Ø15
Ø20
315L ELECTRIC HWU
WITH A 3.6kW ELEMENT
ON CONTROLLED
10
TARIFF
REFER GROUND/SITE
CW
Ø15
Ø20
Ø15
Ø20
SERVICES PLAN FOR
20 CONTINUATION Ø20mm TPV
AT HWU
HW
Ø15 Ø20 Ø20 Ø20
15
Ø15
Ø20
Ø20 Ø20 Ø25 Ø25
Ø20 Ø20 A 07.06.22 APPROVAL JS
Ø15 Ø15 ISSUE DATE REVISION DESIGNED
Ø15
Ø25
Ø20
INSTANTANEOUS
ELECTRIC HWU EQUAL SPICE CONSULTING
TO STIEBEL ELTRON CONSTRUCTION HYDRAULICS CONSULTANTS
Ø15
Ø25
5
MODEL: DEL 27AU
PO BOX 1406 BUDERIM QLD 4556
Ø20
Ø20
Ø20
Ø20
FACTORY SET TO 50°C
Ø15
QBCC Telephone: 0428 434 219
HC Ø20 Ø20 1124616 Email: [email protected]
2/HC CLIENT
Ø15 Ø15 2/HC R & A MURRAY
2/HC Ø20 CW Ø20
Ø20 ASSOCIATED CONSULTANT
25 2/HC
HW Ø15 Ø20
15 Ø15 DRAWING : LEVEL: AHD
HW
15 CW FIRST FLOOR SANITARY DRAINAGE, SCALE:
HW
CW 20 ROOF SW DRAINAGE,
20
15 CW BASEMENT, GROUND & FIRST FLOOR A1 - 1: 100
CW
25
20 HW WATER SUPPLY A3 - 1: 200
GROUND FLOOR WATER SUPPLY FIRST FLOOR WATER SUPPLY
0
CW
15 STATUS ISSUE :
20 PROJECT:
1:100 1:100
PROPOED RESIDENCE at APPROVAL
34 PEREGIAN ESPLANADE, DWG. No.
2373-03
A
PEREGIAN BEACH
SHEET :
03 OF 03