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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 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
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