07/2024 - Op Works - Access, S/Water & Frontage [As Published] · 142007.2024

 

322'55'20" _19.924m ECT
¥ . + * 0 er coy
13a 2 = AL 11.360. BUST FOL 12.260, ale

 

  

 

       

 

    

 

                

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

  

 

 

 

 

      

 

 

 

 

 

 

       

 
 
        

 

        
   

        

 

 

      

 

 

 

 

 

 

 

 

  

 

 

     

   
 

          

 

 

 

 

          

 

 

 

      

 

 

 

  

 

 

 

   

 

 

      

  

 

      

  
  

 

 

 

 

 

 

3 . Nw BN © (INFORMATION FROM COUNCIL #ECORDS) SP pn nnn nnn
i S s $30
\ LL. 11,860 ——#igll gf a
3 , D LL Deck
\toqas—9 050 ro te Au 1287 —\—
600 SQUARE ACO GRATED S/W P———Y_ AFL. 12 ——( (a tae — “p
TPE 66 Wi 8054 = ; § pe (60 SRATE S/W Pr Bed 1
EELOUARD GRATE. (MEDIAN 3 ie + — BEF CRATE (MEDIUM DUTY)
DVERTOR WATER DISCHARGES TO = ‘DIVERTOR WATER DISCHARGES TO FETA TO BE A WINMUM OF
GRATED PMT. PLEASE NOTE THAT | ~~4.__ GRATED PMT. PLEASE NOTE THAT X $30DEEP WITH 1S0DEEP
BE REMNED IN S/W PIT FOR CLEANING BE REIMAN S/W PIT FOR CLEANING eon
AD THEREFORE SHOULD BE WSTALED y | Logage ie AND THEREFORE SHOULD BE INSTALLED ewe
1 0 & ITS wl TOP OF PIT TO BE SAME HEIGHT
RAIN HARVESTING. INGROUND \— Rae
PRSTFUSH-WATER OVERTER | ee oF ‘ PRSTFLUSH WATER DVERTER el vw | ii EAVES GUTTER TO BE. SAME
DISCHARGE TO GRATED S/w mr’ 4 SH LA L + TOP. OF 8 DSUHARGE TO GRATED §/M PI
ADCENT DNERTOR, IM LONG =e a Limit 218788 FISHED eS | pecans ee
(77L._OF WATER TO BE S| alg ] Shing Blow (112. OF WATER TO BE
DIVERTED EACH RAINFALL) N =e ~ | 2 EACH RAINFALL)
OSL PER 1M2 FOR FIRST FLUSH = 15 Slo L 132001 | ost FOR FIRST FLUSH BOX GUTTER TO BE A MINIMUM OF:
Smee ~ fe fale on ee a Se
4 SSN. Sls
: 3 Sif 13 pall Kitchen 4 150 Ie |@1:100
: ! RL 15.525] Bed 2
15 = + PLAN FOR CONTINUATION
REFER TO GROUND fan Topp
3 | PLAN FOR CONTINUATION '
ie
——___ 4 3 | orch.
P TO GROUND FLOOR
PLAN FOR CONTINUATION Corage
REFER TO GROUND FLOOR REFER TO FOR g
PLAN FOR CONTINUATION CONTINUATION. OF arage Unit 2
| . RL1B.038 ni
16 —+ | sorD Unit 1 |) eo +
po. ban. Unit 11 Visitor --=4 > aa Visitor |
N 4 oN ;
s 8 | 7 Sct Le ~ |] Boe
218 | — fon Paar
2 | Lo tht 500° 1500P
2 ACO K200 CLASS 'B’ GRATED DRAN
8 |
_ FIRST FLOOR PLAN SECOND FLOOR PLAN
SCALE 1:100 SCALE 1:100

 

 

 

 

 

 

 

 

EAVES TO HAVE A
OF 4 CROSS SECTION AREA

 

 

 

 

 

 

 

 

 

 

 

 

A PLUMBING & DRAINAGE APPROVAL] 7777
ISSUE SUBJECT OATE.

 

 

 

 

 

 

 

 

LOT 12 ON SP179879

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

: I | COUNTY OF MARCH
| PARISH OF WEYBA
TT e tention” 19.924m 7802 EAVES TO HAVE A MINIMUM
Bs 142°55'20 | . Sats | / OF BS00NMME CROSS SECTON AREA AN 15 GRANT STREET
Zz on % 3 Aa, back of kerb Ry yO +00 BOX GUTTEN Gift 200MM WIDE >= NOOSA HEADS
= 419 % aaa ames S om Void TD BACK OF EAVES GUTTER ‘| esa No, 065414
NY 2 nN \ 1 ¢ T | R F FE T Box GUT se zu woe | eu SHE 1 le és | enough de PTY, LTD. ACN 010 852 22
SITE/GROUND FLOOR PLAN a ( eaememo <
SCALE 1:100 ORES ATO | ot f 2188
I> G SECOND FLOOR ROOF PLAN sweet design
YS von(N oa roe SCALE 1:100 innovations
INNOVATIVE, UNTT 4/9 SILKWOOD ‘SIR ET 887 875
@ ib nr aE re ae
We HECHT ADJUSTED ° Es GEN GE A MINIMUM OF 18000MM2 [email protected]
IT SLOPE OF CROSS SECTION AREA. CLIENT

= 130MM+SLOPE

 

MR&MRS TODD

 

BOXGUTTER

105 .
Sey 3 SCE 1:100

 

 

 

 

SANITARY PLUMBING,
DRAINAGE, STORM WATER,
AND SCHEMATICS

HYDRAULIC SERVICES

 

 

 
 

 

BOXGUTTER AND RAINHEAD DETAIL ELEVATED DRAINAGE SCHEMATICS

NOT TO SCALE NOT TO SCALE