Council archive · source document
0019389F.001
Plans and drawings: the text below has words only, no drawings.
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“FFL 2.100 ARFFE 2 100 are 2. 100
TG(I) 100 wide. 1 — TG(I) 100 wide] Tower 1 Tower 2 Tower 3
“$ FFL 2.200 — feel eH
/ _ ASFFL 2.200
\-\- GpT3 a
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Sb-2.000 \ 800-7 GPT1 a
SL2.100 4 225 HASTINGS ST
SO — 419.44 [Tank O’Flow BUILDING LAYOUT
~ wis FS.
—_
—
a
~ SAL ae le
~ a
—— WZ
— —— + — NK ico e ; Ye Provide On Site Detention Tank (OSD) #2
fr2400— & gn NX a Type: Concrete cast in place, above slab.
Minimum Volume: 8000Ltr
Internal Dimension: L1.82m x W2.64m x
O H2.0m
Provide 965 detention orifice at tank
MH2
Provide Rainwater Harvesting Tank. J IL1.78: invert and discharge via slow leak to
Type: Concrete cast in place, under slab. MH2. Provide 225 overflow to MH2.
Minimum harvesting volume: 48,000Ltr
Internal Size: 6.0m x 4.0m x 2.3m G
Join all DP’s from towers 1 & 2 to tank. ™~ “109 @65 Slow Leak
Discharge tank overflow to OSD1. 910 TYPICAL:
ES Provide frog flaps
oe _
ce SN
eS
Provide 100mm wide trench grate and drain to MH1. a DAZ
LA
#100 =| MH — —$ FFL 2.100
$225 8 | IL1.402 709
Tank _O’Flow
TG(I) 100 wide.
Provide 100mm wide trench
grate and drain to MH3
Provide On Site Detention Tank (OSD) #1. \ TG(I)
Mimimum Volume: 18,000Ltr
Internal Dimensions: 13.00m x 3.00m x 0.465m \ NOTE:
Provide #100 detention orifice at tank invert and 1 Join all DP’s of Tower 3 to OSD#2. For DP
discharge via slow leak to MH1. \ location, sizing and alignment refer to detailed
Provide $225 Overflow to Existing Stormwater pit. A —t y TG MH3 BA design drawings.
MH denotes Stormwater Manhole. Type Precast
® IL1.655 concrete 91050 with trafficable lid.
100
TG(I) 100 wide] GPTS BI GPT denotes Baffled Gross Pollutant Trap. Type
”CLEARMAKE” as per detail.
iL.085+-—_- | -=—{5300 SL1.900 For Drainage of Podium level refer to detailed
3100 Stow Leah Tank O’Flo BA design drawings. All surface drainage of
Podium surround Towers 1 & 2 to discharge to
IL 1.060) eA SB IL1.630 OSD#1. All surface drainage of Podium surround
Tower 3 to discharge to OSD#2.
we SW ll 1L1.590 [
4 029
wv
SW Provide 150mm wide trench grate. IL1.470
Join to existing GP. Core drill Amd Description Date
and seal with non shrink grout. \yl Invert Level of existing Stormwater pit Existing pipe subject to SW SW—— Existing GP
subject to detailed survey demolition. Cap & seal ISL2.630
eo Existing @300 RCP. Remaining stub. SW SW SW Existing MH IL1.590
SL2.650
— SW IL1.410
SW 9300 RCP
SW
SW
SW en
_| SW
Issue Notes Date
For Development Approval x 18-09-08
For Building Approval
STORMWATER For Tender
LOWER GROUND For Construction
[As Constructed
Galvanized Metal—Class B
Grate N 690 690 ye Gonstruciton Fiyaraule
peo
Mt Building S@rvice Engineers
Carpark | Building Pedestrian area 540 60
| Detention Tank #1 From DP’s Tower 3
x 1.600 | Min. 18,000 Ltr. Detention Tank #2 Poly Silt Tray a EA ea Perforated Reinhold Koenning MicAust RPEQ No 7023
| Acces Cover (Heavy Duty) SS Mesh Screen CONTACT:
Rainwater Harvesting | Proposed 150 From GPTS Min. 8,000 Ltr.—— for Silt Interception 715 PO Box 1176
Buddina QLD 4575
Tank. Min. 48,000 Basement email: [email protected] PH: 5444 8645
Access Cover (Heavy aa Ltr. | | Level Access Cover.
| = CLIENT : www.conhyd.com FX: 5444 8224
| 1.900 Fernco Fitting — SEAHAVEN DEVELOPMENT PTY. LTD
#150
-—— 225 $225 1.550 300 Tank O’Flow, Optional Flow By
Join all DP’s from Discharge to Existing Pool Pump Room—1t—_¥_1_@ 15: 130 6225 ARCHITECT WOODS BAGOT /
Council Pit.
1.085 Tank IL 3000 ~4 FOSTER DESIGN
Tower 1 & 2 to Tank |g — PV | rei ECT: ”SEAHAVEN” <|
NOTE: #100 Slow Leak, Underweir 9-19 HASTINGS ST.
6000 Top of Rainwater Harvesting Dishcharge to Existing @o Baffle NOOSA HEADS
Council Manhole
Tank O’Flow to be 50mm
_ above Detention Tank O’Flow 2640 ee DRAWING TITLE:
_
_
_
_
_
_
_
_
_
_
_ FFL 2.200
_
_
_
_
_
_
_
_
_
_
to prevent back flow.
a - NN ON aN Concrete Slab——~-. C) LJ STORMWATER
300 Tank O’Flow, discharge to MH2,——»¢———________} 780 « 870 = |
NO 100 Slow Leak, discharge to MH2. SIDE ELEVATION FRONT ELEVATION MANAGEMENT PLAN &
OPERATIONAL WORKS
RAINWATER HARVESTING TANK & DETENTION TANK(OSD 2 CLEARMAKE GROSS POLLUTANT TRAP DETAIL
DETENTION TANK(OSD 1 SECTION B-B (SCALE: 1:20)
SECTION A-A (SCALE: 1:100) Design| TeM| Checked Date | 18-09-08 Dwg. No AMD.
(SCALE: 1:100) (SCHEMATIC. ONLY) \ SCALE : 1 200 ON A1 U.N.O. 2 of 3 1997-2 4
(SCHEMATIC ONLY)
RPD:— REFER TO COVER SHEET ON 1997-1 |See the original
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0019389F.001.pdfRelated documentPublic source context ↗
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