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Development Application part 2 of 2 Plans - MCU13/0151

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                                                                                                                                                                            ~ STAINLESS S1Ul. FEAruRE DOWN PIPE DISCHARGE 10 T~K
                                                                                                                                                                                                                                                                                                                                                                                                                                                         EAVES cvrrER 220 WIDE X 100 DEEP




                                                                                                                                                                                                                     NOTES FOR DRAINAGE Of’                                                                                                                                EAVES OUTTER 220 WIDE )( 100 DEEP
                                                                                                                                                                                                                     ROOF lU!AAC8
                                                                                                                                                                                                                     ,. PROYIDE A GRADING OF
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                                                                                                                                                                                                                          TER~ Sl-’B                                                                                                                                                         JOIN 10 .~DP
                                                                          .._.                                                                                                                 -,.......
                                                                                                                                                                                                                     2.   DRAINAGE FOR GREEN
                                                                                                                                                                                                                          ROOf TO BE PROW>ED
                                                                                                                                                                                                                          AND DESIGNED BY
                                                                                                                                                                                                                          SUPPUER.
                                                                                                                                                                                                                     3. TER~ DRNN IoIUST
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                                                                                                                                                                                                                                                                                                                                                                                                                        SCHEMATIC
                                                                                                                                                                                                                                                                                                                                                                                   JOIN      lS0mm             INDIYIDUAL TO 22Smm fEATURE DOWN PIPE

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             llISQAIlIEIl   -
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                ENSURE ORIGINAl.. SIZE DRAWING IS USED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             FOR   ASSESSMENT. TEllDERlNO NlD COHSTRUCTIOH.
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                                                                                                                                                                                                                                                                                                                                                                      LONG        SECTION
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        CONTACT:
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       ~I~~~~ Koennlng lII!’Aurl RPEQ No 7023
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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        ARCHIrn:r :

                                   ,J’J’’’’                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             LOETUS STUDIO
                               ,
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                                                                                                                                               I                                  I                                                                                                                                                                                                                                                                                                                                                                     PROJECT:        261512 DAVIO                     LOW WAY
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                                                                                                                                                                                                                                                                                                                                                                      CROSS SECTION
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                                                                                                                                                                                                                                                                                                                                                                                                      1100L-.: fl~., clolh                                                                                                                                              ROOF DRAINAGE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        AND
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        SITE INfiLTRATION                                   ~
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       ....            0.....                ... 30-07-13            he. No.            NUL

                                                                                                                                                                                                                                                                                                                                                                      INfiLTRATION TRENCH DETAIL                                                                                                                                                                                                        2 01 2       2768-2
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            ""’,1      : 100        """ W<O.


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        RPD:-               LOT 26 SP 111721


[OCR of page images]
 

 

 

naturel vegetation

 

   

[EAVES GUTTER 220W0TH x 100DEPTH

 

 

sinning pool

 

 

natural vegetation

It

1

|

|

| 180 JOIN TO STAINLESS STEEL FEATURE DOWN PIPE |
garden courtyard |

if 1225 STAINLESS STEEL FEATURE DOWN PIPE DISCHARGE TO TANK |

 

ws
eae

 

 

   
 

 

entry

 

 

 

 

 

 

 

roo? terrace i

 

driveway ~

 

 

 

 

 

 

 

natural vegetation

 

 

 

 

 

 

 

Goo

Bren

 

 

 

 

 

avon
masTER
‘BEDROOM

 

 

 

 

 

 
   
 
 

}225 STAINLESS STEEL FEATURE DOWN PIPE DISCHARGE TO TANK

 

EAVES GUTTER 220 WIDE X 100 DEEP

 

 

   
 

DEGREE #150 TROUGH
JOIN TO #225 DP

  

 

EAVES GUTTER 220 WIDE X 100 DEEP

y255 STAINLESS STEEL FEATURE DOWN PIPE

if
e
Ui

moor TERE

 

 

 

 

 

 

BEDROOM 5

 

agit
i

 

 

 

 

 

 

 

 

 

 

 

ble SAREE EERIE — ENSURE ORIGINAL SIZE DRAWING IS USED
| [, TENDERING AND CONSTRUCTION.

 

 

 

 

 

 

   

 

 

EVERTRENCH230 LAID AT LEVEL. NO GRADING PERMITTED
UL10.930
50.700

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

a PA ILI A

§ sue Notes Date __|
|For Development Approval,

Sa |For Buliding Approval x ‘80-07-13.

GEOTEXTILE |For Tender
For Construction
js Constructed
Construction

 

 

 

 

 

Hydraulic :

 

 

 

contact: Reinhold Koenning MicAust RPEQ No 7023
PO Box 181

 

Wotfat Beach, LD, 4881 AHSCA
. Pre (07) aot 4359" FX (07) S401 4235

 

 

M & N HEGGART

 

 

 

 

 

“ARCHITECT
LOFTUS STUDIO

moar 267512 DAVID LOW WAY
NOOSA DUNES

DRAWING TITLE:

oRIveway

 

 

 

 

 

 

 

 

 

 

 

 

  

 

ROOF DRAINAGE
AND
SITE INFILTRATION

 

 

 

Design| RM. | Oreched] ch Date | 30-07: ‘Dwg No
(Vscar it: 100 ovaruno| 2 of 2 | 2768
(RPD:- LOT 26 SP 111721

 

 

 

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