06/0174 - Approved Plans [As Published] · 142006.174.02

Page 2

COPYRIGHT: These drawings and the design therean are copyright and shall not te used or
Cepredcet without the weitten permission of Tod Meoas

| 6 METRE SETBACK LINE

_—- 15m BEACH EROSION CONTROL DISTRICT SET BACK LINE 5 # 3 2 1 resp, Pe ey we
| \ | al | se cer + me en et ——

  
    
  

 

chore SCALE 1100 AT A2 COREL NOTES: Rafer Drang oA A \
R BY BUILDER 95°09'50" g. © 3 * 0 8 UT een | b
& NEW 2M HIGH FENCE 42.277 = x 3 2 so NEW 2M HIGH FENCE = & . ro .
a —9 . 4 92 DEC 2006 | “
ee 6 of 4 o } yous gaat . ~
FA Be a gk We ERONT Guus op
wu nom .
BE je yj elie +
& a
“ 2 A 1195.12.06] MCU APPLICATION ISSUE
PROACT
CANTILEVERED
SECTION GF POOL

    

PROPOSED HOUSE
46 & 48 SEAVIEW TCE.
SUNSHINE BEACH

for P. & L. RAFTER

18.75

 

 

 

 

 

DRAWING TITLE

SITE EARTHWORKS
LAYOUT PLAN

 

 

 

 

  
    

2H, EXCAVATION BATTER

 

 

 

 

ASSOCIATED CONSULTANT

o

‘= | JOHNBURGESSARCHITECTS
PO BOX 420 KINGS CROSS NSW 2011
T 02 9331 3321 F 02 9331 1173

Q burgessj@bigpond,.com

o

Fe)

z

 

23.74

    

OUTLINE OF EXISTING =—
RESIDENCE SHOWN DASHED

  

 
 

 

 

a
NOOSA Sruind Cod
RATIONAL WDRKS tio, eae. O17 ¢¢

londet $00 24 by HP
I
44

   

TOD NOOSA

CONSULTING ENGINEERS
Structural Civil

      

\

 
  
 
  

2

    
 
    

    

SPMR PTY. LTD. _

Ey 5
20 Mary Street, Noosavitie
P.O. Box 233, Noosa Heads. 04567
Phone (07) $449 9600 Fax (07) 5449 9494

| }e! EMail: tadroosagbigpond.net.au

2! wee AN recgehe: . . Design Orawn Oote
see Se 5 PRYSTUPA oe 2

NEW 2M HIGH FENCE 95 Sor. NEW 2M HIGH FENCE Checked Scale
LEGEND : “3 B. GEORGE | WB. GEQR 1: 100

40.40 DENOTES LEVEL { BULK EARTHWORKS } Sheet We. mere’) Toston
SITE LAYOUT PLAN A _ DAGHS BASTING LEVEL . Les i
o THE CONTRACTOR IS TO BE RESPONSIBLE FOR LOCATING ALL EXISTING ib We Draws
OO 42.35} DENOTES BENCHED LEVEL { BULK EARTHWORKS } SERVICES BEFORE COMMENCEMENT OF WORK ON SITE. 06668 C2 aT Ty

° DENOTES 20T (SWL) SCREW PILES 5.5m MIN.
REI AW CHDEACE 1 EVES

EXISTING SURFACE TO REMAIN UNDISTURBED

   
   

 
       

 

 

CACURRENTIOBS\2006\06668\06666-C1. DWG, Model, 12/21/2009) 9:25:59 AM, Ant Veness, HP Des!

Page 3

85M HEIGHT UNE | 15m BEACH EROSION CONTROL DISTRICT SET BACK LINE |

BOUNDARY
—————— _
|
|
I
|
|
|
|
|
!
!
!
!
|
|
|
|
|

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

    

 

   
 
  

 

   

ROOF 30.45 _ + - _ ~— te - - -
FCL 30.15 r - = 7 = = - - - as —_—-——
— ~~
| | ~~
j
FFL 27.15
RST FLOOR [. - - ; ; - - - - ; A {15.12.06} MCU APPLICATION ISSUE
FCL 26.85 | ~ ~ ~ - - - ~ ~ -
Pe |
235 — it PROPOSED HOUSE
GROUND FLOOR
‘| s _ [ PROPOSED POOL 46 & 48 SEAVIEW TCE.
orn : cea SUNSHINE BEACH
2 dp | Tl
. . ge tp fp — ° e
Se | A Hh : rn ee for P. &L. RAFTER
. q fT. [ {bp . dP dp ~~
Zz: i i ~
tp f # f | DRAWING TITLE
EXCAVATED PROFILE +p 300 sa sup ok d EXCAVATED PROFLE
20T {SWL) SCREW PILES 5.5m MIN, SITE EARTHWORKS
EXISTING GROUND PROFILE BELOW SURFACE LEVEL. SECTIONS
20T (SWL) SCREW PILES 5.5m MIN. SECTION (A
BELOW SURFACE LEVEL. La)
ASSOCIATED CONSULTANT
5 & 3 2 4 9 Sm
JOHNBURGESSARCHITECTS
SCALE 1100 AT A2
PO BOX 420 KINGS CROSS NSW 2011
| | | | peeve Pate | 6 METRE SETBACK LINE Toaessy saz" Faz sas 1179
= t ' 1 ei ee ep
a .
es} | | 8
ROOF 30.45 I ro _ . _
FL 30.15 + ~ f | ~ |- ~ ~ ~ ~
i ' ( '
--FRL 215 | : ! — | - ~ ~~ _ / TAM RImRmrnmeom,
FIRST FLOOR | | | |_ _ _ _ Pee . Jerry TOD NOOSA
. 1 1 ae - - - ERE 7 pee ’ : CONSULTING ENGINEERS
FCL 26.85 | | 7 os | & “4 3 22007 Structural Civil
1 | & ; GRATED DRAIN a -

|
|
V

 

 

ABN. 63095 04991

  

 

 

 

   

 

 
  

  
  

 

     

—_ oc seca eraearenrneserse——d - <== S aT : ‘oe 20 Mary Street, Noosaville
<a = — +— — + 4 - —4— a f = = : Me P.O. Box 233, Noosa Heads. 04567
GROUND FLOOR 5% {i so ON 2 me ary | Phone (07) 5449 9600 Fax (07) 5449 9494
| | | i 4 ee ace We . EMail: [email protected]
i 3 (hiodk yo 8
i ory:
q Py
i
if

. et Checked Scate
er, | “5 egece [1
SECTION (B> | = ERA wo

La) 7 Wo Drawing We ise

06668 | 3/4] | |

CACURRENTJOBS\2006\06668\06668-C1.DWG, Model, Baie 6 9:26:24 AM, Ant Veness, HP Designiet:500 24 by HE

Page 4

 

v9

w Susnig

 

Z¥ LV 001 ~J1VIS “pe
NVid 31019 No 35V@ SH SMR

 

 

 

wba . Sf 8) 5 BNINEAL AVMSATEG

O0l ‘1 304839 “€ 394039 “a

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

| 9002/t2/21 'PPOW ‘OMO'TD-89990\89990\9007\SBOCLNABINO\:D

 

 

 

 

 

 

 

 

 

 

             

 

 

 

 

 

 

VSOON GOL

 

 

 

 

 

cc JOVUV)
| a LZ

“NOILYIO1
NIVUG G3ILVY9 G31S399NS

 

 

 

 

 

 

a1035 payray) pa9224) LOE
9002 330 SSINJA “VF VdNLSAdd °S 20¢,60.S6
2409 uaDig ubisag v ~ 72 O O o
2 rw & <& “wy g ge
No yaupuodiiqmoscoupo) -oW_Z x 2 eG a >
7676 6477S (£0) XDJ 0096 6749S (£0) aU04g i tb 9 A
L9S70 “SPDAH DSOON ‘EEZ xOgG ‘Od Fi ve |
AHADSCON “J3BI3S ASDW OZ CJ Kf
166 96 S60 £9 WO¥ 2
‘a “Ald Hid = —— = — g
2
WALZ yDUNyINJyS "3 I i
SUASNIONS ONILINSNOOS 8 6°92 Tad JOVEVD :
oS
5
&
x
z
3

 

+ glve

 

 

 

 

 

 

 

 

 

9622

 

 

 

 

 

 

         

 

 

 

Woo‘ puodiig@fsse6ung
E2bb LEe6 Z0 4 LECE LEE ZO L
1102 MSN SSOUD SONIM 0Zb XOE Od

 

 

 

 

ELIE
fv

 

 

 

 

 

Les?”

 

 

y,
Gr fe
Prear
|
I
|
I
|
I
1
!
I
|
!
t
1
{
I
|
=|
=!
a}
gl
S11
& |
& h
~ hy
\
i
i
i
/}

 

 

 

 

 

7
a

 

 

 

 

 

SLOALINDYVSSAOYNNENHOr

 

 

 

 

a

 

e1se
ese
sce

nm
Win
IOV
Ww

) {dé Sua! avaNvs SwINNOD
JWHS WSOON/OL UyAossou)

%,
s

 

 

 

 

ANVLTASNO) O3L¥D0SSV

 

 

   

 

 

 

   

LSe

        

 

avez

 
 

bL9' er

7 yfyynon woud
: -0¢,60.S6

SSIS YOON

 

 

  

 

gz 230 2 2

ate be

 

Wid 32019
NL AVMAAG

mn OMAR |

( ™

YALAVY “78 “d 404
HOV] ANIHSNNS
"SOL MAIAVAS 8P 8 OP
AISNOH G3ASOdOwd

  

 

 

 

 

 

 

 

 

 

av v2
az
vy
fp
okgp
wba LE,

 

 

 

 

 

 

agse

 

 

9e'r2”

 

 

 

 

 

 

 

 

 

 

 

 

 

ou

“NOLLWDD
0315399

 
 

 

 

o£

ooge
/

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

1331084 |

8892
8892"

 

 

f oY
puerey Guang 940g ans}

SASSI NOLVINTIdd¥ NOW 190°ZN'SL]¥

peeve

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

\

2 \
B
we

hw
z LL2 2b “2. %
3 -0S,60.S6 ° 2

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

agee
este
™
bom |
yore
~

 

 

 

+ qgqse

\ J

- “

1 04 Gunna) epy S310" REID

‘WF ET) pees oq kom
s2nasy Asoummnid pray SUADA) Fj OL UASYS $1 fumLDAYSID) JOg Y IAEA 20 (ENC)
297980 LE A ASS] EIN KrouMAg 5D pOIBI4y 99 HOGS 3PON0 'SHVLIO AUVMMTGSS

THe *) “g toma jorbesees Grim Prery GRAD mY Ue Ue TALjSUR) JO,
¥ 9955] 50 payou BpaM weysnzsu0D Joy posn 9q fod Fos sBeRROU 25mt MOLL WAI SHOD

‘SOOM pO) f° URESTMLEd UayjUR 3y) INeREA puOMposEL
70 DASA 2G j0U TOYS pero yuBuuidor 20 uoasny, ubsep ay) puD shenDU 2ERL -UORILdD)

XY aA

 

 

0e 9
aL
——
OL

 

 

 

go le
Boze

 

 

Page 5

COPYRIGHT: These dravings and the design thereen are copyright and shall ect be used or
reproduced vitheut the written permission of Ted Neecs

CONSTRUCTION. These drawings she not be used fer construction until meted as issue A
‘For Construction’ on the Drawing Record. With subsequent revisions 8. C, etc.

      

DISTURBED AREA

POSTS DRIVEN

   
   

WIRE OR
STEEL MESH

GEOTEXTILE FABRIC, DIRECTION > y
BIDUM U34 OR SIMILAR.

  
  

GEOTEXTILE FILTER
FABRIC

a

RUNOFF FROM PAD
DIRECTED TO SEDIMENT TRAP.

ALTERNATIVE 2 >
200mm _

 

 

 
 
 
 
 
 
  
   
  
  
 
  
   
  
   
  
  

TEMPORARY CONSTRUCTION ENTRY / EXIT SEDIMENT FENCES PROPOSED VIEW CE
46 & 48 SEAVIEW .
SEDIMENT TRAP I TEMPORARY BARRIER OF A PERVIOUS MATERIAL (GEOTEXTILE) UseD {0 SUNSHINE BEACH
. USUALLY LOCA
THE CONTOUR AND NOT Ueuacey INTENDED 0 INTERCEPT CONCENTRATED for P. & L. RAFTER

FLOWS. CONTRIBUTING DRAINAGE AREA LIMITED TO 1 SEDIMENT FENCE PER
ha. OF TOTAL CATCHMENT. (REFER TYP. SECTION)

 

DRAWING TITLE

SEDIMENT CONTROL LEGEND

 

ems S Ferme S Fem SEDIMENT FENCE
FD
= FILTER DAM AND SEDIMENT WEIRS ASSOCIATED CONSULTANT
PS) INCLUDE TURF
— ~ 1. Shs at ase TD KERB Ar tw. JOHNBURGESSARCHITECTS
INTERVALS.

PO BOX 420 KINGS CROSS NSW 2011

T 02 9331 3321 F 02 9331 1173
[email protected]

 

 

  

EARTHWORKS NOTE:

SOILS CONTAINING ORGANIC MATTER ARE TO BE STRIPPED FROM THE
BUILDING PLATFORM AND DRIVEWAY. THIS MATERIAL IS NOT SUITABLE
THE BUILDING PLATFORM AND DRIVEWAY IS TO BE THEN PROOFED
ROLLED AND ANY UNSUITABLE GROUND
IS TO B XCAVATED At MOVED _£
BE REPLACED WITH IMPORTED APPROVED FILL.
IMPORTED APPROVED FILL TO HAVE A MIN. CBR SPECIFICATION OF 15%
MAX. STONE SIZE OF 100mm , MAX. PLASTICITY INDEX OF 20% AND
MAX. LINEAR SHRINKAGE OF 10%. THIS FILL IS TO BE PLACED IN MAX.
200mm LAYERS AND COMPACTED TO AT LEAST 95% DRY DENSITY
RATIO A.S. 1289 1.1
ALL FILL COMPACTION IS TO BE CERTIFIED BY A GEOTECHNICAL ENGINEER
TO A LEVEL 1 STANDARD AS SET OUT IN AS 3798-1990

  
 

  
  
 
 

1
lordet 500 24 by HP

TOD NOOSA

CONSULTING ENGINEERS
Structural — Civil

    

 
  
  
 
 
  
 
 
 
  
 

'
0 DEN DO

   
 

 

 
 
    
  

  
  

 

ABN. 63 095 135 991
20 Mary Street, Noosavilte
P.0. Box 233, Noosa Heads. 04567
Phone (07) 5449 9600 Fax (07) 5449 949%
EMait: todnoosa@bigpond net.au

Design Brawn Date
A. VENESS | DEC 2006
Checked Scale

Sheet No. | Appceee Satu

5

     
   
  
  
 

     
    
  
 

  
 

  

3

     

ti
C:\CURRENTJOBS\2006\06668\06668-C1.DWG, Model, 12/21/2006 $827:03 AM, Ant Veness, HP Desi

    

Page 6

 

 

 

AVORAULICESERVIGES

SUNSHINE BEACH HOUSE
46 & 48 SEAVIEW TERRACE

FOR

PAT RAFTER

GENERAL NOTES

Water Supply and Sanitary Drainage has been designed and shall be constructed in
accordance with the Q’ld Standard Sewerage Law, Q'Ild Standard Water Supply Law,
the National Plumbing and Drainage Code AS 3500., all relevant Australian Standards,
and the requirements of the Local Authority.

These Drawings are diagrammatic only and shall be read in conjunction with all relevant
Architectural and other consultants drawings and specifications and other written
instructions that may be issued during the course of the contract.

Any discrepancies shall be referred to the supervising officer for decision before
proceeding with the work.

Contractor shall verify all fixture locations, invert levels, surface levels, and

cover to pipes are correct and obtainable prior to commencement of the work.

The exact location of existing, and proposed services, shall be verified with

the relevant Authority, or other trades as applicable.

Fire stop collars to be used on all plastic pipework penetrating fire resistant
construction.

SANITARY DRAINAGE

Underground pipework shall be 100 dia. PVC DWV, min grade 1:60 U.N.O.
Suspended Pipework shall be PVC class DWV.

Trade waste pipework to grease trap suspended shall be “Coesprene” or
HDPE. Underground shall be vitreous clay or HDPE.

Trade waste pipework to oil separator shall be HDPE, or Vitreous clay with
"Nitrile” rubber rings.

CLeanouts or inspection openings brought to surface in paved or concrete
areas, or within buildings to have brass caps.

STORMWATER DRAINAGE

Underground pipework shall be 100 dia PVC class SW min grade 1:100 U.N.O.
Downpipes shall be 100 Dia PVC class SW.

Rainwater outlets (RWO) and planter outlets (PO) shall be "Gatic Wade” or similar,
with membrane clamp where required.

WATER SUPPLY

Pipework shall be copper tube type B. UNO. Water supply pipework shall be 20 dia
U.N.O, Except one fitting only may be 15 dia. max. length 3000 mm.

Hot water pipework shall lagged.

Hot water recirculating lines to be insulated with 20mm "Armaflex” or similar.
Provide tempering valves on hot water to personal hygiene fixtures.
Underground copper pipework shall be "Kemlagged” or otherwise protected.
Underground pipework not under concrete slab may be polypipe class PN20.
one size larger than shown.

Exposed pipework in amenities areas, shall be chrome plated.

Where water meters are installed within tennancies, provide remote readout
adjacent to Electrical meters, or in a position as indicated by the Architect.

BACKFLOW PREVENTION
Provide hose connection vacuum breakers to all hose cocks
Provide RPZD to any irrigation connections.

COVERS & FRAMES

Covers subject to vehicular traffic to be 535 dia, cast iron, medium duty UNO.
Covers in grassed or conc. areas to be 535 dia. cast iron, concrete infill light duty.
Covers in paved areas to be 600 sq. Infill to match paving pattern

Covers in tiled areas to be as for paved areas with brass edging.

Concrete infill covers to be stamped “SWD" or “SEW” as appropriate.

Covers & Frames to be "Faston” or equal approved.

GRATINGS

Gratings for storm water to be "faston, Gatic” or approved equal.
Duty to match manufacturers recommendations for loading condition
Trench grate to be transverse bar.

Floor waste grates to be chrome plated brass

 

 

 

 

 

LEGEND
Existing water Q Diameter
Existing sewer ¢.0.s. Cleanout to surface
Existing storm water CJ Capped junction
Existing house drain Cv Conrol valve
Sanitary Drainage cs Cleaners sink
Vent Pipe cw Cold Water
Cold Water DAP Duct access panel
Hoek. water ocv Double check valve
. Een Eccentric Enlarger
———— __ Storm Water Drainage Elev Dge Evevated Drainage
Fire En! Enlarger
agi Agi Drain FC False ceiling

FH Fire Hydrant
i FHR Fire hose reel
ie —— oo Finished floor level
Down Pipe FU Fixture units
Stack GIT Grease Interceptor trap

|

 

Z GP Gully pit
(3) © Vent Pipe GMH Gully Man Hole
@= Vv Gate valve
@) oye vent Aw Hot water
Educt vent HCB House connection branch
© HD House drain
® eet. HL High level
(=) © Hot water riser Ic Inspection Chamber
(By) o-——-Fire-Dropper—™ —— ae ao ,
: : io nspection openin
Fire Riser ios iaesecton ceening to Surface
K&C Kerb & Channel
—--(Mp-- water meter MH Manhole
NRV Non return valve
eS Vv Valve oy Path box
Bi kK Pressure limiting valve
LSA ccamahies PO Planter outlet
—sS—_ een Eccentric enlarger RPB Real Property Boundary
RPD Real Property description
----— en Enlarger RPZD Reduce Pressure Zone device
RWO Rain water outlet
e) ORG Overflow Relief Gully  RWH Rain water head
SD Sanitary Drainage
[lo we Water SL Surface Level
Closet S Square
. aft Safe Tray
sk Sink swD Storm water drain
t/td Trapped Tundish
EY. Laundry tub TG Test gate
i td Tundish
(Sj wm Washing TG 9 Trench grate transverse bar
Machine TG Trench grate longitudinal bar
} FWG Floor Waste T.M.V. Thermostatic mixing valve
gully = Tempering valve
Basin u/g Underground
S - ° u/s Under slab
u.n.o. Unless noted otherwise
‘ee Bth Bath Ws Water supply
et FHR Fire Hose Reel b< Shr Shower

HWS Hot water system

cs Cleaners Sk C)

 

tet ke
7 ae
Awnaie ©

 

 

 

 

Tempering valve

 

 

 

Irrigation

 

 

 

 

Dishwasher

 

 

stormwater
system

STORMWATER HARVESTING STRATEGY

 

 

  
 

 

Roof water

[e

1 typical float valve
operated top up

  

rainwater tank in

   

Rainwater
zone

  
 
 

 

 
 

a
town main
storage zone

 

  

sludge zone

   

Stormwater
pit

 
 

Capilary bleed tubing
discharge point from
first flush device, or
in garden 1m away

\Zinstallation_on top.of_|.

 
 

Coral

Proposed

Development

 

Rainhead with leaf
screen and mosquito
screen if applicable

|
first | flush device

ee

  
 

visud| water
level site tube
optional

floating ball
valve

water
meter

Sludge valve
optional Ly} —-— oH - —-

Si ide eo re cs da ‘iin sp samen eel a

Max SOOkPa pressure
limiting valve within
path box

Sa ace ean er eh eg oe dere greta

RPB Towns
main

 

tors 991 & 60 on RPS1S10

DRAWINGS

1658 =e
1658-1 aa
1655-2 7

GENERAL NOTES

, Note:
All kitchen, laundry & bathroom fitti

& LEGEND

GROUND STORMWATER DRAINAGE
GROUND SANITARY DRAINAGE

ngs and toilets

to comply with the AAA Water Conservation Rating
System as defined by AS/NZS6400.
Provide flow restrictor valves where
to taps and shower roses. The flow
exceed a maximum of 9L/min

necessary
shall not

 

   
 
     

  
  
  

STANGES-.MAay T
DERARTED FROM

 
 

S$ APPROVED _

 

 

 

CATCHMENT AREAS

Pollution Control Management Plan (PCMP):

1

2.
s
4.

To be responsibility of Management

To list all in flow filtering devices like leaf eaters
at DP’s and other filters

To keep and maintain a log of cleaning

To clean devices including first flush storage tank
—as to manufactures specification

—minimum quarterly, but monthly in rainy season
—after each major rainfall event

To inspect and clean tanks minimum once yearly
To install and maintain pump and fixtures for
reuse/watering/irrigation as to manufactures specification

 

 

  
 

IAs Constructed —

    

FIOVAL of the MANAGER LAND DEVE

  
   

 

 

 

 

Description

 

 

 

 

 

 

 

 

 

 

 

 

Notes

Date 4

 

27-10-06

 

 

For Construction

 

 

   

 

 

 
 

 

Building Service Engineers

&

Construction Hydraulic

 

 

 

PO Box 1176
Buddina QLD 4575
email: [email protected]
www.conhyd.com

contact: Reinhold Koenning MicAust RPEQ No 7023

PH: 5444 8645
FX: 5444 8224

 

CLIENT :
PATRICK RAFTER

 

ARCHITECT :

 

JOHN BURGESS ARCHITECTS
PROJECT:

46 & 48 SEAVIEW TERRACE

 

 

SUNSHINE BEACH HOUSE
DRAWING TITLE:

GENERAL NOTES &
LEGEND

 

  

 

Date |13—12—06 | Dwg. No.

  
 

ON Al U.N.O.

    

 

 

RPD:— Lots 59 & 60 on RP81810

  

Page 7

 

 

Nd

 

Line of level
for upvert of
overflow trenches dashed

  

   
   
  
     
       

   

 

 
 
  
      
    
 

 

 
 

 

 

 

 

  

    

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 
  
 
 
 

 

 
  

 

     
    
    
   
 

 

 

 

 

 

 

 

 

 

 
  
   
  
 
    
    
    
    
 
    
   
       
    
    
    
   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

      
     
   
   
   

 

 

 

 

  

 

 

   
 

 

 

 

 

 

 

    
  

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

    
 
      
     
  
     
   
 
 
  
 

 

 

 

 

 

 

 

 

 

 

 

 

 

      
  
 
 
    
  
 

 

 

 

 

 

  

 

 

 

 

    
  

  

 

 

   
   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

! WY { Ky? i ; } i i "
ete “AH ek Fim Exitiine “BECK TT 5
ies 5 ae Ne | eather ‘ a 8
Overflow trenches refer detail. f
agi agi o All overflow trenches to be
| ey absolute on level. Provide identical} _/ f
a a | \| level for all trenches. pI cr \
See ee at | Connect trenches with #100 K
| | | /\ | slotted agi drain.
——————___—_——— | == - L,
|| 3
\ | Co
So
| cate a | aa
| bo :
PooL K] TERRACE 3 cv ||
= ————— | FFL 2313 Bie : 5 |
POO! — 7) eae Note: :
| ache “NX | Place the overflow trenches at locality
| ee to suit. Ensure all trench tops are
. | exactly at the same level.
[ hae <_/ |I]
(—-FULL EXTENT OF f |
| | ROOF OVER DOTTED cS |
| | en OVERFLOW TRENCH DETAIL
| . | |
| FA See Ga a ee ee Bg diag he pee
\ | | | | cm
LW | | L rll ‘
| S to non
\ RUMPUS | HH} | WS t intact
ks | | M ce | eee il LIVING || dwelling potable (We, irrigation) anaes Nota:
Ries ~ | | | ee | j siphon Top up as scheduled
| | -—ROOF OVER DOTTED | * | | a reo} fr | ee aoe eects
be | fe es |_| ena f bs SS WWE | | Wits Purification ne
a oo a Q as Plant Seiki!
| ce 2 , os rm) iS 0 og
li | | | Ber ttt od | | | % | | a KITCHE Ls} I
+— | ; | - il | ||
re Tt | | QR aT) Pe
| | 1 iP TV ROOM Lf | 2 S \| | | | | i | DP’s
| | | +— SKYLIGHT OVER | T MA sols e hit | | l| Senrcee
| reece HI DINING Let ae | | i |
| = Bs JS - s Slow leak
4 i To infiltration
PANTR | j
| | Aphis 1 BINS it i | tench
: | /RECYCLING | }
: te he II
te | ee! I| 4
| | swe Gl] | STORE I
| ~ leet e395 | FFL 2421 |
| mee Floati
| | | ©. | | | To infiltration ches nee
| . | trench
' | |
HH J | fot aa ea
eae nee tank Ye | L. 7 Pec Calmed inlet Note: : s :
12,000L for detention ge | oe | For all details likg ,
eee 7 eo refer to \ihdegp
‘i | | | -
is Note: g
? Suppiver of devices 3PTECHNIK
3 refer www.3PTechnik.com.au
OUTLIN
PATS ROOM | SHOWN
x HARVESTING TANK INSTALLATION SCHEMATIC Ve
7 ® -eFIVED
Ste ater Infiltration Tr h |
Se te x im con, a i ed ew eek 22 deC 2006
Provide access panel 600 | Sere eee eee et net eee ae eee en i a a ee See a aaa ae ee et
at either end for flush ond = ati (aeststi‘ilt*t*ti‘(‘“‘“‘iCO Re ee ee ee ea ee . t wOOSA SHIRE ee
cleanout. : * saat | Ba ac | | ‘ ce Quy COUR) -*
Bottom of trench with BESSER blocks PHOnoOnoUAoOnoOAoAononoFAo | | \ 32 ie For Tender
Blocks to be layed upstand with vertical | Gp \ cs
openings, filled with sand and covered with - tH | \ ae : oe For Construction
ari ane Po Astin ; — : s od e% Se ‘: =
= (Create) | enmoS —— ——
5 | TBRSPSPSPIPS RSPR APS SH) | opp ; | | pan > : .
3 | ra eS ; | onstruction Hydraulic
| Building Service Engineers
toa | | ae == : | { 2No. 600sq access,
| | Hy eS ao | | AUTOM: Reve eo Maintence and flush
| \ NS La P hatch to suit pavement
| rz 5 es 158 or to Struct. Eng. Specs.
| fh ais Pet bi contact; Reinhold Koenning MlEAust RPEQ No 7023
= — ae PO Box 1176
es Buddina QLD 4575
— email: [email protected] PH: 5444 8645
bi tlt SE ENTRYS GATE &. HO | www.conhyd.com FX: 5444 8224
ses | \ tee --- ble | @ ou
| \ ie -——-4-—-+}
| 0 \ ee _— PATRICK RAFTER
_ i ey | | 1 ———
| ie ) — Zz a. 190 Block or_to ARCHITECT :
be r aon f \ | Se ENS hee JOHN BURGESS ARCHITECTS
| | eee =~ ie a Non woven :
| ) 5 ————EXISTII geotextile PROJECT: SUNSHINE BEACH HOUSE
1 J 46 & 48 SEAVIEW TERRACE
¢ > ea
| | a | DRAWING TITLE:
— i \ tr a CONCRE
= : on ee 5 51 4 3 ae REQUIR
EXIST [NGussd RET KER SS VY f Re
; ae eee? GROUND STORMWATER
DRAINAGE sa
uS25.61 isd pares eeiseal openings
len4.85 illed with san
DS25.56 TD TAY IAS = K [X(T
( \ \ | | | /
Ee \\) pe 2 Fe ha INFILTRATION TRENCH DETAIL om
cae ‘ ee tad WE ea) Way eco \ Ne Nao Seale 1:20 Design] RK | Checked Date
he

SCALE : 1:100 ovat uno.) 2 of 3 | 1658-1 /

RPD:— Lots 59 & 60 on RP81810

 
 

a