Attachment 3. H-102 Hydraulic Site Plan H501 Detail Sheet 1 Hydraulic Services · OPW22/0319

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)

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

\<,

 

a,

 

 

 

oO

= J

 

 

 

 

Ee

C \
7
~/\ — \ ~ ~ ~ \
= a f < \ f o \ ‘ o> ‘ a Y w \
oe ae es KR
=
SL 12.000 > SL 12.500 » ay Xy, AAV ay, Kay, p__ TOPRWRL 15.000 “ey
Ba [FI ‘
Mt ] c-sw c-sw c-sw c-sw c-sw c-sw c-sw c-sw cs 88 c-sw c-sw c-sw : c-sw aL i c-sw c-sw c-sw c-sw Ee Aw c-sw c-sw S| c-sw I I GP2
_ = b [LL
/ LT) Cig FD oem Ly .
(= — — : : —.—.— |. HC ‘&
ae [ ae T c-sw c-Sw c-sw c-sw c-Sw c-sw c-sw st 5 “
= = L 7 | J aw I LJ
é Re 5 -
eff 3 : +-|— —
= t los f° = fh ] 3 =
= UNIT 4 1L 13,155 ( / ; 7
100
FFL 13.750 pL Lo wot wwe 5
= o | | lion eR iS °
+H : ef me UNIT 8 |
L ax : we IN TY m TOP RWRL 15.000
2
- z | 2| == FFL 14.600 :
/| ° }
| . a 2
: Hoa
| | | 5 3
oo ° 1000 \ ‘ 4 =
(Oo — = = =
/ 100% | 5 Tt \
” | L | 2 1L 14.005 7 ry
2 GS \ ) iL) z
iS | =| / GP3 °
s | a
3 ° —_ 4 _
= a 2 |
o al |: 8 _ dL _ _ co
z 3 =| : TT} cre ‘
; ° Lt [ wes c-sw — c-Sw EOF c-sw c-sw c-Sw c-Sw Ww Cl TOP RW RL 15.050
FFL 13.750 : — .
= IX a
% : | °
= ° o ‘ 2
jo 2 = —Ny
w an . . . ||
= ° Hl qj! &
® "| 3}
| z a |
; g
= —TI 2, = 2 TOP RWRL 15.500
= Be — : = i sj
L pi - = ee i UNIT 7 5
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
y ee — Ss
as if i cc . 4 &
= L_ TesTED 24/8/22 j ue — ee. aso|! 28 Ss -
10LIS @ 273kPa | puaLev _| LE rT e | q)[e} _]
| — | VN a TOP RW RL 16.000
! UNIT 2 i i yO : . ;
Sv FFL 14.680 | 100
® HON | GP3
3 cH : I ‘ c-sw ER c-SW c ty
2 L a : aT ( De %
o 3s
J or 3 =a = = —_
< [GJ = | rl
_— S| | Ti Ld
° ~ 8 | GP3 TOP RWRL 15.350
JA —T
Gh / | N 1008 2 114.905 iL Y)
Po ee XU) | i |
SL | 328 | cs 3
o _- | 2
| {
| C1 . |
cL | / zw UNIT 5 ig
! | 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
|
T TT S
= 7
@&,, ASSET #2661830 L__Top RWRL 15.500 L__Top RWRL 16.000 L__Top RWRL 16.480
=
j ’ a oS a \

 

 

no
Ss

Omm

 

 

 

 

 

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