Council archive · source document
Attachment 3. H-102 Hydraulic Site Plan H501 Detail Sheet 1 Hydraulic Services · OPW22/0319
Plans and drawings: the text below has words only, no drawings.
400mm
| s0_
| 40_
|_30_
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omm
Omm
A\C CONDENSATE BY
Hot Water Plant Table MECHANICAL CONTRACTOR -
— - - - SITE GEOTECHNICAL REPORT INFORMATION
ref. | Description Fuel Capacity Recovery Manufacturer Model Dimensions Safe Tray | Comment PROVIDE CHROME PLATED A\C CONDENSATE BY
D L@wnp i Da JHeght | wan bap Timm COVER PLATE TO JOINERY / MECHANICAL CONTRACTOR ————+} SOIL CLASSIFICATION TBC 1
(mm) fmm) | mm) | (mm) WALL PENETRATION REPORT BY TBC
HWU-1 |INSTANTANEOUS WATER ELECTRIC RESISTANCE 04 40L\min @ 27° STIEBEL ELTON DEL-18AU [nla 470 [225 [110s [nla FACTORY SET TO A MAXIMUM OF 50°C. TESTED IN a REPORT DATE Tac |_
HEATER RATING: 19.6kW, 27Amps Per Phase (3 ACCORDANCE TO AND COMPLIES WITH AS3498. 5 beONie On USHWASTEN 30
Phase 415V) BASIN \ y—— PROVIDE CHROME REPORT / JOB NUMBER TBC
A\C WASTE DISCHARGE | — 40@ BASIN DISCHARGE DISCHARGE PIPE oo PLATED COVER PLATE |
Tank Schedule Alc WASTE DIS 400 BASINDISOHARGE, NS - TO IOINERY WALL SOIL CLASSIFICATION, DIFFERENTIAL MOVEMENT, GRADE, ANGLE & JOINTS LOCATION w
— - —___ (min. 3x DIA. AIR GAP) (PIPE WORK NOT SHOWN BPH “ (AA) PENETRATION SOIL CLASSIFICATION | ONSITE SOILCONDITIONS | DIFFERENTIAL MOVEMENT SWIVEL JOINT SWIVELICOMBO JOINT EXPANSION JOINT
ref. |Description Capacity /MATERIAL Manufacturer Dimentions Comment PROVIDE 100 x 50 LIT PVC FOR CLARITY) INDICATIVE JOINERY pL A\C WASTE DISCHARGE A MOSTLY SAND & ROCK SITES OOM Lo
i) Dia. Height [Length | Width TUNDISH BELOW BASIN V OVER TUNDISH
(mm) |(mm) (mm) | (mm) PROVIDE CHROME PLATED Vv (min, 3x DIA. AIR GAP) s SLIGHTLY REACTIVE SOILS 10-20MM NIA NIA NIA
TANK-1 | RAINWATER HARVESTING TANK 10000 CONCRETE AUSTRALIAN TANKS 2570 «|2550 —|n/a nla PROVIDE CUSTOM 225 INLET & 2250 OVER FLOW. INVERT OF OVERFLOW min. COVER PLATE TO JOINERY / L
PVC PIPEWORK I 50x100 LIT TD COMPLETE WITH M MODERATELY REACTIVE SOILS 20-40MM
260mm BELOW TANK INLET. TERMINATE OVERFLOW IN DETENTION TANK. WALL PENETRATION |_-+ x
= CHROME PLATED COVER PLATE Ht HIGHLY REACTIVE SOILS 40-60MM AS PER INDICATIVE AS PER INDICATIVE AS PER INDICATIVE
TO JOINERY PENETRATION :
Pump Table GROUND GROUND He VERY HIGHLY REACTIVE SOILS 80-75MM DETAILS ON THIS SHEET | DETAILS ON THIS SHEET & | DETAILS ON THIS SHEET
ref, Description Service Design Duty Equal To Dimensions Comment : REFER FLOOR PLANS soo™ = eee ee ev & IN ACCORDANCE IN ACCORDANCE & IN ACCORDANCE
, (Pump & Pressure Cell Only) REFER FLOOR PLAN FOR / FOR CONTINUATION CONTINUE 50@ WASTE PIPE P sor erase Foon Noe AL FROM 20MM+ GEOTECHNICAL REPORT) GEOTECHNICAL REPORT | GEOTECHNICAL REPORT,
Flow Pressure | Manufacture Model Electrical Data Pressure Cell/ | Length Width Height CONTINUATION OF 50@ TUNDISH PIPE NeCOReroa gut
(Lis) (mth) Tank (mm) |(mm) | (mm) EXPANSION & SWIVEL JOINTS LEGEND Expansion & Swivel Joints General Notes
PUMP-1 | PROVIDE ONE (1) VARIABLE SPEED SUBMERSIBLE | RAINWATER 0.8 55.0 | GRUNFOS SQE PUMP: SINGLE PHASE 220-240V/ | 300L 704 74D - | COMPLETE WITH FLOW SLEEVE, (11 CONCRETE SLAB
PUMP BEING CAPABLE OF PERFORMING THE HARVESTING 50Hz / (P1) 1.15kW/ (P2) 1.05kW / STRAINER AND SUPPORTING TUNDISH WITHIN CABINET (WITHOUT KICK) 1D-1 TUNDISH WITHIN CABINET (WITH KICK) 1D-1 1. ARTICULATION & EXPANSION DETAILS ARE INDICATIVE ONLY & ARE INTENDED |_
DESIGN DUTY. THE PUMP SHALL BE REUSE 5.25Amps BRACKETS & CONTROL UNIT APPROVED SAND FOR SUBSURFACE DRAINAGE APPLICATIONS WITH DUE CONSIDERATION FOR 100mm
AUTOMATICALLY CONTROLLED FROM THE (REQUIRES 10A GPO) TYP | CAL DETAIL \ TYP ICAL D ETAIL \ BEDDING & BACKFILL SITE SPECIFIC OPPORTUNITIES & CONSTRAINTS. PIPE GEOMETRY, INSTALLATION
a METHODOLOGY & FINAL PLACEMENT SELECTION OF EXPANSION & ARTICULATION
NATURAL GROUND DEVICES IS AT THE DISCRETION OF THE RESPONSIBLE PERSON (PLUMBING
| CONTRACTOR) IN CONSULTATION WITH THE BUILDER, STRUCTURAL ENGINEER &
3000 3000 ToppiNcrlooR YY, SOIL ENGINEER (GEOTECH) AS APPROPRIATE TO ACCOMMODATE ANTICIPATED
Lb — MOVEMENT.
7 Sy SWIVEL JOINT FOR PIPE UP TO 2258 OR
CIVIL DETENTION TANK 14000L. Fe] RUBBER RING JOINT (RRJ) COUPLING FOR 2, ALL EXPANSION & SWIVEL JOINT ARE INSTALLED IN ACCORDANCE WITH THE
REFER CIVIL DRAWINGS FOR DETAIL |—3000__| iis \ PIPES GREATER THAN 2258 MANUFACTURER SPECIFICATION, AUSTRALIAN STANDARDS & SITE
3
RAINWATER TANK (TANK!) “eH 8s \ PIPE ADAPTOR (200mm LONG) GEOTECHNICAL REPORT (WHERE APPLICABLE).
f
7000L EFFECTIVE CAPACITY (min) J ; \ SWIVEL JOINT FOR PIPE UP TO 22500R 3. ALL JOINTS TO BE SET AT MID POINT TO ALLOW FOR MAXIMUM MOVEMENT IN
ROOF DECK | RUBBER RING JOINT (RRJ) COUPLING FOR EITHER DIRECTION.
PIPES GREATER THAN 2258
SRI 875 TBC H CHIMNEY AIR INTAKE / /
j 7 RL13.875 TB \cuivney
L13.375—w Na R143.700 A al) tej /
2250 3| | | y i
f 1L13. ef _ a
2250 _IL 13.015 OF c-sw | DOOR WINDOW "fe r |
— [ ARTICULAR SWIVEL JOINT CONFIGURATION
| acoA he | SHOWN AT 15° MIS-ALIGNMENT
IL 12,
RL11.500 200, 2258 | NOT PERMITTED. i NOTE: INSTALL ARTICULAR SWIVEL JOINTS
ARL1.325 ! | AT GRADE WITHOUT ANY DEFLECTION.
LOW POINT. CONTINUES TO FIRST 3000 3000
FLUSH DEVICE. REFER SITE PLAN REFLUX VALVE
TERMINATION OF VENTS 50,110, 50
RAINWATER & DETENTION TANK TYPICAL DETAIL
SCALE: N.T.S. ATSHEET At
INDICATIVE DIAGRAMMATIC Controller Spec. Legend
SCALE'NTS = ATSHEET At THE TOWNMAIN CONTROL SOLENOID AND THE PUMP
CONTROLLER SHALL BE AUTOMATICALLY CONTROLLED Item Description
rv] 900x900mm max LOCKABLE SECURE ENCLOSURE Ne 1&2 LOCATED IN THE HARVESTING AND ® SUBMERSIBLE PUMP
z od TO HOUSE RAINWATER VALVE SET .
* PROVIDE A 24V TRANSFORMER AND CONTINUALLY RATED (REFER TO PUMP TABLE)
200 HC FIXED TO POST OR SWITCHING RELAYS IN THE CONTROL BOX. @ TOWN MAIN CONTROL SOLENOID EQUAL PLAN VIEW
VANDAL RESISTANT ENCLOSURE ADJACENT STRUCTURE © oO Oo © @ — THE CONTRACTOR SHALL ALLOW ALL COSTS FOR THE TO'GOYEN' POSITION RPZD DISCHARGE
RPZD VALVE ASSEMBLY 240V TW [RI INSTALLATION OF ALL CONTROLLERS AND ANY ASSOCIATED PRESSURE TANK OVER TUNDISH
Le NON DRINKING WATER 208 toomm CONCRETE BUND 58 a ou AL-CV WIRING BETWEEN THE SENSOR AND THE SOLENOID. ® (REFER TO PUMP TABLE) (min. 3x DIA. AIR GAP)
| _|+————— SUPPORT POST RPZD ASSEMBLY VANDAL aa aie a IN-LINE PLEATED SEDIMENT REMOVAL
} | ROLL OVER BUND RESISTANT ENCLOSURE 1 e BASE GRADED TO OUTLET moi oa mA REFER PUMP SCHEDULE FOR PUMP © Fee NT WISER 20 IGRON pops ,
Bs Bo HH
6 | | 900 max. _ 100 _4 — (BY | IH ar" [ ELECTRICAL REQUIREMENTS = Grgunp EQUAL TO ‘FILTER PURE" COMPLETE ‘
100x650 LIT TUNDISH | | c qd o HO} aay oa | z= 256 - $ = WITH FILTER HOUSING.
Ee | 1 4 = Ey, POTABLE MAIN SUPPLY ——~-S=-—="=— = S RW: <a © o40V CONTROL PANEL
| = L SUITABLE LOCATION To “oN DRINN EXTERNAL HOSE COCKS ——— §—— \" RW RW: ——— ELECTRICAL SUPPLY IN CONDUIT © Ox 10AMP GPO
= ww BE DETERMINED ON SITE mm]
w WATER HOSE SOCK PROVIDE WATERTIGHT 100x50 LIT TUNDISH
Be COMDUETe WITH leon SCUARE. BY-PASS VALVE FITTED WITH A PLASTIC PENETRATION FOR WATER SERVICE. = x ISOLATION VALVE GROUND
9 1008 100 MARKER TAG HAVING THE WORDS "BYPASS * RAINWATER TANK tl UNION
— pr’, __ HINGED GRATE & §.S FILTER BASKET VALVE - NORMALLY CLOSED" INSCRIBED IN SENSOR 2 FUNCTION REFER FLOOR PLAN
(EQUAL TO VINIDEX model: 93003) Sim UPPER CASE LETTERING A) ACTIVATE PUMP STANDBY (IN-GROUND) MH NON-RETURN VALVE FOR CONTINUATION Ld
B) CLOSE TOWN MAIN SOLENOID
PLAN SENSOR 1 FUNCTION NY Del DOUBLE CHECK VALVE SECTION
— A) DEACTIVATE PUMP STANDBY |
SECTION (“8 \ B) OPEN TOWN MAIN SOLENOID o PLANTROOM TUNDISH
BUNDED BIN WASH MINIMUM WATER LEVEL = = TD-2
WITH RPZD & HOSE COCK (300 ABOVE BASE OF TANK)
SCALE: NTS AT SHEET A1
Typical DETAIL XC
RAINWATER PUMP & ASD ASSEMBLY
DIAGRAMMATIC
SCALE: NTS AT SHEET A1 vc ve ve
oO oO Oo
ROOF
s 3 3
we B SHR B
t ¢ B LT B Sk
I ad! 159 50
208 200} 150/15 ru we nu nu we
LEVEL1 oR FWG Li ewe | © on FWG Li
208
| [02 [2a [ao i os” ~oe” foo Od 50 5 “0 65D 65 50 65 “0 65D
| | | | | | | | 10s SF LU f__v 10
| | | | | | | | WM LT SHR B DW SK a 2 2
1 | ow sk aw t of t of ff g g g
oun. i | wM | ¢ | HW | SHR | B | HC | soe 1 sso so 150, 158) 158, 159) 18 ‘88 /
509 VV WMV IV OV {200} ied ‘ed 15, [150] [150] —jaof200 159) 258 16 2
GROUND | [ hes he he 2
SV 25 @ WMP ' bd
WMP. 95 9 WMP wp WMP ATNSENSON SENSES EN? WE 5
poo, 78, 109 , =e|" ee MRR OF es 95g WMP _ 959 WMP 959 WNP | ED EPO Feo EBD =e ¢
a 9 eg TER “ee “ee PR HOT WATER ee SES eae eae :
TYPICAL SIZING. REFER FLOOR PLANS FOR LAYOUTS DIAGRAMMATIC (TYPICAL SIZING TO UNITS) SANITARY DRAINAGE a
DIAGRAMMATIC (TYPICAL SIZING TO UNITS i
COLD WATER SCALE:NTS ATSHEET At ( ) g
DIAGRAMMATIC (TYPICAL SIZING TO UNITS) 8
SCALE:NTS ATSHEET Al 8
3
* ARCHITECT \ BUILDING DESIGNER CLIENT HYDRAULIC CONSULTANT PROJECT DESCRIPTION & ADDRESS HYDRAULIC SERVICE SHEET DESCRIPTION g
MRP HYDRAULIC & FIRE SERVICE =
al RSA ARCHITECTS DUNCAN SQUIRES BUILDING CONSULTS YD. | PROPOSED MULTI UNIT DEVELOPMENT | DETAIL SHEET 1 :
ROBIN SPENCER ARCHITECTS 0 BRISBANE = SUNSHINECOAST | 25-27 TOOLAR STREET, TEWANTIN. HYDRAULIC SERVICES a 2
0 A: Suite 2/22 Denna Street, Maroochydore, QLD. Thao 2
07 3392 1066 Sue 22 Dena Sos, Narochyoe LOT 1 & 2 ON RP 73072 ISSUED FOR. APPROVALS i
P: (07) 5443 1000 FE
20] 03.03.23 | pcp | REVISED FOR APPROVAL T 04 T KG E: [email protected] ae FI
25.01.23 | PCP | ISSUED FOR APPROVAL [03 | Ke Pp immpcomay FD = mr 9.0514 SCALE wersz |8
19 | 09.12.22 | DD TISSUED FOR COORDINATION T 02 | Ke 7 NOTED Al_ |:
26.10.22 | SD [ISSUED FOR PRELIMINARY REVIEW Tot | KG DESIGNER p= SHEET NUMBER REWSION 2
mm DATE [ stace DESCRIPTION [rev vo] AUTH. BSA: 1137134 ABN: 23 126 270 326 QBCC: 1137134 KANE GRANGER 03.03.23 H-501 04 2
lo lS lo
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40
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100mm
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100mm
Omm
100mm
50.
Legend - Water N
CQ.
REFER COVER SHEET (H-101) FOR STANDARD seen
PUMP-# : DENOTES PUMP ASSEMBLY
(REFER PUMP SCHEDULE) CH
TANK-# : RAINWATER HARVESTING TANK I
(REFER TANK SCHEDULE) Q
°y
WMP : PROVIDE ##@ WATER SUB-METER ASSEMBLY IN %
PATHBOX INSTALLED IN ACCORDANCE WITH LOCAL
AUTHORITY SUB-METERING GUIDELINES
NOTE: : REFER BUILDING DIAGRAMMATICS FOR ALL WATER
SERVICES PIPE SIZING (UNO).
Legend - Drainage
REFER COVER SHEET (H-101) FOR STANDARD ABBREVIATIONS
AP - TYPE# : DENOTES ACCESS PIT
(REFER COVERS & GRATES SCHEDULE)
DBA : BUCKET TRAP COMPLETE WITH STAINLESS STEEL
REMOVABLE IN-FLOOR DRY BASKET ARRESTOR
EQUAL TO "VINIDEX" 93003 & 93040
cP : DENOTES CONTROL PANEL
FFD : FIRST FLUSH DIVERTER
(REFER DETAIL SHEET)
IP - TYPE# : DENOTES INLET PIT
(REFER COVERS & GRATES SCHEDULE)
OF : DENOTES CUSTOM TANK OVER FLOW
(REFER TANK SCHEDULE FOR DETAILS)
PG : DENOTES GALVANISED MILD STEEL PIPE GUARD
EXTENDING BETWEEN 300mm AND 1500mm ABOVE
FINISHED GROUND LEVEL
PUMP-# : DENOTES PUMP ASSEMBLY
(REFER PUMP SCHEDULE)
TANK-# > RAINWATER HARVESTING TANK
(REFER TANK SCHEDULE)
NOTE : PROVIDE CONSTRUCTION PHASE PAVEMENT
PROTECTION OF BRICK OR UNREINFORCED
CONCRETE OVER STORMWATER / SANITARY DRAIN
LINES TO ACHIEVE PIPE COVER IN ACCORDANCE WITH
AS\NZS 3500.3 (TABLE 6.2.5) AND AS\NZS 3500.2 (TABLE
37.2)
REFER SANITARY / TRADEWASTE DIAGRAMMATICS FOR ALL PIPE SIZES
ABANDON & REMOVE REDUNDANT WATER METER & ENCLOSURE
LOCATE & CONNECT TO EXISTING UNITYWATER SEWER VIA NEW 150@ HOUSE
2
&
CSWMH
TOOLAR STREET
CONNECTION BRANCH AT IN ACCORDANCE WITH UNITYWATER STANDARD
DETAILS (REFER CIVIL DRAWINGS FOR CONNECTION DETAILS)
LOCATE & CONNECT TO EXISTING 100@ UNITYWATER RETICULATION WATER MAIN.
PROVIDE A 50@ DOMESTIC WATER METER ARRANGEMENT COMPLETE WITH DUAL-CV
Il
BRIGADE APPLIANCE
IN ACCORDANCE WITH UNITYWATER STANDARD DETAILS. REFER WATER
DIAGRAMMATIC. CONTRACTOR TO MAKE ‘PRIVATE WORKS APPLICATION’ WITH
UNITYWATER & ALLOW ALL ASSOCIATED COSTS
(REFER CIVIL DRAWINGS FOR CONNECTION DETAILS)
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LIP +~e. 2 3 °
__ Csw ——— esy, ‘ ‘ S) 3) REFLUX VALVE | FFL 15.200
| | sob ee ial || =
f 1L12.345 sw [email protected]% (min.) | o wh \ 5
xo C-Sw 1% | | o
an | ——~o. | ff = RL 15.860
5 g X | sw —~~coy 226 FU 4B | [ | ——— [ -
s . : mE ee . . g _ “© \
° NOTE: INDICATIVE INVERT LEVEL CALCULATED FROM LEVELS AVAILABLE eT tena te —--—— | eS L J GP2 /
: ON UNITYWATER MAPPING SERVICE. CONTRACTOR TO POTHOLE SERVICE cewe LE I cswe EI II |
& CONFIRM ACCURACY PRIOR TO ANY ASSOCIATED WORKS SL 13.500 SL 13.700 |
val Oey ee Se Lise
: Ih ——$—= UNIT 6 3
| aw | ey g Ib | FFL 15.200
ad - [_* f ||| ws 3
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| — | VN a TOP RW RL 16.000
! UNIT 2 i i yO : . ;
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Po ee XU) | i |
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! | LP = = 1. 14.085 || Ye, | o FFL 15.500 | a TOP RW RL 16.480
J o —o = = = =
4 \ be %.
| [ : WMP 2 ee,
! UNIT 1 | 9d Loy
| FFL 14.680 2 I
2 | | m S58, _
GP3
_ [_ — c-sw c-SW c-sw cow 128 og c-sw clsw Ol
(a Le _ _ - - BIN ENCLOSURE.
2 NO WASHDOWN. GP2
I —= EY t+ C-SW c-sw c-sw c-sw c-sw c-sw c-sw csw —% ow c-sw c-sw c-sw sw csw TI Tew csw 15085 ew cow daw caw Oy
|
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@&,, ASSET #2661830 L__Top RWRL 15.500 L__Top RWRL 16.000 L__Top RWRL 16.480
=
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03.03.23 | pcp | REVISED FOR APPROVAL T 04 T KG
25.01.23 | PCP | ISSUED FOR APPROVAL I 03 | KG
_4o | 09.12.22] DD | ISSUED FOR COORDINATION T 02 | Ke
26.10.22 | $d |ISSUED FOR PRELIMINARY REVIEW Tot | KG
DATE | STAGE | DESCRIPTION [rev vo AUTH.
ARCHITECT \ BUILDING DESIGNER
RSA ARCHITECTS
ROBIN SPENCER ARCHITECTS
07 3392 1066
CLIENT
DUNCAN SQUIRES BUILDING
HYDRAULIC CONSULTANT
MRP HYDRAULIC & FIRE SERVICES
CONSULTANTS PTY LTD
oc BRISBANE = SUNSHINE COAST
A: Suite 2/22 Denna Street, Maroochydore, QLD.
PO Box 646, Cotton Tree, QLD, 4558.
P: — (07) 5443 1000
E: [email protected]
PROJECT DESCRIPTION & ADDRESS
PROPOSED MULTI UNIT DEVELOPMENT
25-27 TOOLAR STREET, TEWANTIN.
LOT 1 & 2 ON RP 73072
HYDRAULIC SERVICE SHEET DESCRIPTION
P: — mrp.com.au
VERIFIED BY:
BSA: 1137134 ABN: 23 126 270 326 QBCC: 1137134
DESIGNER
KANE GRANGER
03.03.23
SITE PLAN
HYDRAULIC SERVICES
SS] 0] SOO) Ved Oh)
PROJECT NUMBER.
22-0514
SCALE
1:100
SHEET NUMBER
REVISION
NUMBER
Omm
lo lS lo
iS IR is
40
50
100mm
20
30
100mm
g Files - saved by : Kane - plot by : Kane Granger
MRP\Doc_Current Drawin,
H:\Synergy\Projects\22\22-0514 Multiple Dwellings - 25 & 27 Toolar Street, Tewantin\x
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Attachment 3. H-102 Hydraulic Site Plan H501 Detail Sheet 1 Hydraulic Services.pdfRelated documentApplication case desk ↗
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