3278 Colour 250717 · MCU17/0523

 

 

MARCUS DUNES CT

MARCUS DUNES CT

 

 

RETAINING WALL

EXISTING

PROVIDE 200 WIDE LINEAL
DRAIN CHANNEL TYPE
ACO-K200 WITH INTERNAL
GRADING TO OUTLET AND
HEAVY DUTY, TRAFFICABLE
GRATE

DRIVEWAY

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

lo TO BASEMENT PLAN FOR CONTINUATION
I i= J TI
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710 1 8 -
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WC! 5 0.5 2
BED 2 8 w 6
LORY [T \e ® SPA POOL 3| 8 15
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8 Br| F Z
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GARAGE E ec FP
B * Leininel LING
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PANTRY L 1
STORE
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H =slW ; =siWwe ae —=SWe - —=slWe FP

 

 

 

 

LO

 

 

 

 

REFER

TO BASEMENT PLAN FOR CONTINUATION

GROUND PLAN

 

 

EXISTING RETAINING WALL

REFER TO GROUND PLAN FOR CONTINUATION————s === ss eee eee eee eee eee ee

REFER TO GROUND PLAN FOR

\ —— | LINE OF LOWER FLOOR WALLS

N

CONTINUATION

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sal
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BUILDING ABOVE

 150uPVC

POOL ABOVE

 

 

WINE

SHELVES

 

 

BAR

 

 

 

LINE OF LOWER FLOOR WALL

 

 

 

 

 

 

INE DISPLAY

 

LILITILITLI

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

150uPVC.

 

 

POOL WINDOW AND MEDIA SCREEN

|

 

 

 

 

 

 

6
j
ROBE
oy BATA GAMES FAMILY #150uPVC
(") I Z
Bn Me i.
we GUEST —s
IL) 3
=swW = SH —=slw = ® I uP Q
#150upve—=| Ll
@150uPVC

 

 

 

 

 

ON

 

PROVIDE STORMWATER
CATCHMENT/INFILTRATION
AND SURCHARGE CHAMBER
AS PER DETAILED DESIGN

   

RWH TYPE1
~N

2100
RWH TYPE1 “
™~ (?)

100

 

CO) AY

 

 

 

 

 

 

 

 

 

 

 

 

 

ROOF PLAN

9100 #100

AND CONTINUE WITH

SPIT DP1 TO FLAT ao
DPS AND RWH TYPE1

@) TYPE1 ()

 

 

 

 

 

MONDO OOOO OO OOOO OL

 

 

 

ERRAC

 

 

 

 

 

 

 

 

 

 

oT GLASS BALUSTRADE

NOTE:

 

 

 

 

ON

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

GLASS BALUSTRADE

Fi
VOID

 

 

 

 

 

ROOF SLAB TO BE GRADED SO THAT 50%
OF CATCHMENT AREA DRAINS TO EACH
DOWN PIPE

 

 

 

 

 

 

 

 

 

 

 

 

Le TYPE2

“—~ @

0150 |
(?) RWH TYPE2

 

 

 

 

250 ROOF SLAB
DIRECT RUNOFF
MAINTAIN 25mm: TO AND SPIT
CLEARANCE OVER OPEN
SUMP,
OPEN SUMP.
2
0
“I NS
2
o
N

 

DOWNPIPE—_,. |

 

OPEN SUMP DETAIL RWH TYPE1

 

 

 

 

 

 

ROOF SLAB
500 DIRECT RUNOFF
MAINTAIN. 25mm OVER OPEN.
CLEARANCE SUMP
OPEN SUMP.
8 NN
oO
|
Oo
Oo
|
sompre |
nS
9150

OPEN SUMP DETAIL RWH TYPE2

 

DISCLAIMER — ENSURE ORIGINAL SIZE DRAWING IS USED
FOR ASSESSMENT, TENDERING AND CONSTRUCTION.

 

 

 

 

 

 

 

 

 

 

 

 

STANDARD 900sq
CONCRETE CHAMBER

LEVEL1 PLAN

ELEVATED, HINGED GRATE

 

 

 

 

 

 

 

 

 

BASEMENT PLAN

 

 

 

 

 

 

 

SURCHARGE
SL11.500 JLo SL11.500
900x900 |
1L11.000 0150 #150 py S
5 oO
: °
ql GEOTEXTILE | 8
El } SL10.600 S
DISS
|

 

 

 

 

 

 

COARSE AGGREGATE MIN #80

STORMWATER ON SITE INFILTRATION AND
SURCHARGE CHAMBER

SIGNED BY THE PRINCIPAL AND
SENIOR DESIGN ENGINEER
DR.-ING. REINHOLD KOENNING
RPEQ7023

MSC, PHD, MEAUST, AHSCA

DATE AS PER TITLE BLOCK

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

[Amd Description Date
Issue Notes Date
For Development Approval
For Building Approval
For Tender xX 21-07-17
For Construction xX 21-07-17
IAs Constructed
Cc
1 ak
Hydraulic 3:
Y~ . . >
contact: Reinhold Koenning MigAust AHSCA
PO Box 181 .
Moffat Beach, QLD, 4551 RPEQ# 7023
email: [email protected]
PH: (07) 5491 4333
CLIENT :
WEIER & COPLEY
ARCHITECT :
CHRIS CLOUT DESIGN J
(PRosect: 26/512 DAVID LOW WAY Y

26 MARCUS DUNES COURT
CASTAWAYS BEACH

 

DRAWING TITLE:

STORMWATER
DRAINAGE

wv)

 

Design] #H.|checked] h [Date | 21-07-17 | Dwg. No. AMD.

 

on At u.N.o.| 2 Of 5

 

 

 

\L scale: 1: 100 3278-2 J

 

 

 

RPD:— LOT 26 SP 111721