7. Attachment D - Stormwater management plan

 

   
  
    

      
 

    

     

    

       

     

 

UV RESISTANT
DIVERTER PANELS

. Nate tet A STAINLESS STEEL

72 f/ FRAME
—>)

Oy PIPE ABOVE NOT SHOWN
SCREENING sac |

—>
ENVIROPOD PLAN VIEW

  
  

  
 

 

 

   

 

 

 

  

 

 

 

VILLA 2 PAD HEIGHT,
RL 37.40,

ALL ROOFS 349sqm

 

 

 

 

 

 

 

 

          

 

 

STREET

 

 

VENTURA

 

 

 

\_esmte 706sqm | /

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

NLET GRATE 600+600

CATCHMENT AREA PLAN 1:400

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

chEEST,
, ROOF PLAN 1:400 -_—> <<
\ \ INLET PIPE =f LS INLET PIPE
\ \ Tt STAINLESS STEEL
obs uw resistant_|/] FE CP EXTERNAL BAG FRAME
\ 450sq \ DIVERTER PANELS A SCREENING BAG
\ SL37.600 CP Bypass openINc+~~| FE 7
1L37.100 150uPVC = |
| INTERALLOTMENT DRAINAGE SP303996 *
USIL37.100 po —_
DSIL36.650 :
\ Emt A SP303996 voce er watt soe
at oa iy 2 = L ests \—ouTLET PIPE
E =  . EO EE SS Ss LEE LVVSSSJS&@FEE==
He => a rT
CP3 A PAVED SUREAGES = Te aT
te \.< 7 FFL37%.250 :
%& pristaso is eS PO trot ENVIROPOD 600*450
wa Ne “TRG: ga -4, 200 WIDE TRENCH GRATE 3 WITH RISER
ae / ~~“ WITH HEAVY DUTY, g
[| Hoss \: o aS \ TRAFFICABLE GRATE SECTION VIEW
7 4 “ “wv . S
Oo

    

—

ON ris7.200—
CP VILLA 1 PAD HEIGHT a ce IL36.650

ra Fr37.450 2
GTP 106735 RL 37.50 Oooo

toe

 

CONCRETE Kb & Ch

 

 

 

 

 

ROAD CROWN
BITUMEN SURFACE

 

 

 

 

©
&
H O
POWER
@150uPVC STUB FOR ROOF DRAINAGE o150upve—_"| / POLE
USIL36.650
DSIL36.530 |

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

= 44445

 

 

 

 

 

 

/ @150uPVC.
; VILLA 2 PAD HEIGHT

f pw
SIGNED BY THE PRINCIPAL AND |
SENIOR DESIGN ENGINEER
DRI=ING. REINHOLD KOENNING

‘RPEQ7023,
MSC, PHD, MEAUST, AHSCA
DATE AS PER TITLE BLOCK

VEN
S

 

 

 

 

    

 

   

 
 

  

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

   
 

 

    
 
     
      

 

 

 

 

 

 

f RL 37.40 | Y DISCLAIMER — ENSURE ORIGINAL SIZE DRAWING IS USED
/ | FOR ASSESSMENT, TENDERING AND CONSTRUCTION.
| Amd Description Date
&
| is
©
GP2 | 2
450sq YY
SL37.800 ——z - _ _-~ | & ME
CARPORT way ¢150uPVC 26 <
1L37.200 - ~- FFL37.350 - 4° > . USIL36.650 | Ht3 6
LG “ . | DSIL36.530 prea
So ¥ = | Trunk .100 &
wera = GP3 PALM
s 49 4 : 600sq 1 |
as . .SL37.600
At ot 1L34.950 1 | Y
Be pa pp | “
les :
meee ee eee em — Ne GARDEN |WITH Not
de @150uPVC STUB FOR ROOF DRAINAGE PALMS SHRUBS | v issue ores Date
¢ . \ & For Development Approval
. c ] tL For Building Approval 17-10-19
\ GP 1 1L36.530
4g \ eee Lok . For Tender 17-10-19
~ os y—NOTE: i —~10—
. . 137.300 \ Osis 00 BS GP3 TO BE PROVIDED WITH For Construction x 17-10-19
INTERALLOTMENT DRAINAGE 00 TRI 4 , ‘\ 7.200 DSIL36.530 ENVIROPOD BASKET AND As Constructed
USIL37.200 : RISER. DISCHARGE INLET
DSIL36.500 H === ae ee ee ee ee eee PIPES OVER ENVIROPOD
] a _— BASKET. REFER DETAIL
IRGt 4 \ |
——-£ 200 WIDE TRENCH GRATE :

 

 

 

WITH HEAVY DUTY, ~
TRAFFICABLE GRATE

“ 9225uPVC ia
fos 2H E - USIL34.950, y ~”
. oe EE = R fe
We — & ———-E ——__e-__ ip, DSIL34.900 ! Jo

ae 900: E Hydraulic =:

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

+g . “ ‘4 . *
ROSS t- 4 | screw contact: Reinhold Koenning MlcAust AHSCA
ROOF Wags EW IN KERB PO Box 181 oo
OureppeR : <}—_\ _ RL 35.925 Moffat Beach, QLD, 4551 RPEQ# 7023
co < s PENETRATE EXISTING INLET email: [email protected]
NCRETE kb & Ch WALL AND SEAL WITH NON PH: (07) 5491 4333
SHRINK GROUT CLIENT
~~ FINDICATES OVERLAND FLOW J & R THOMAS
$e PATH WHICH SHALL NOT BE SY
— OBSTRUCTED AT ANY TIME
oo EXISTING ¢300RCP DESIGN BY:
oe EXISTING SIDE ENTRY PIT TRACEY DOWDEN
ee SL35.790 SD
— IL34.790 TO BE CONFIRMED
—— ROAD CROWN NOTE: (PRovect: 5 VENTURA STREET >
BITUMEN SURFACE ALLOW FOR ALL COSTS OF DETAILED SURVEY SUNRISE BEACH
OF EXISTING STORMWATER INFRASTRUCTURE DUPLEX
MM PRIOR TO CONSTRUCTION. THE CONTRACTOR
pA _ SHALL CONTACT THE DESIGN ENGINEER IF 7
CO a RGIT THE DATA VIOLATE THE DESIGN CRITERIA. DRAWING TITLE:
~RESCENT
—~
y STORMWATER
3 DRAINAGE S)
SITE PLAN & DRAINAGE PLAN PLAN
Design| RH.| Checked] @\ [pate | 17-10-19 | Dwg. No. AMD,
\. scale: 1: 100 ON At UN.O.| 2 Of 2 3479—OP2 J
RPD:— LOT 114 RP 132135