Civil Plans SCG 31030-OPW Issue 1-2022.11.15 · OPW22/0319

                  Issue:




                                           Unit 1/11 Project Ave,
                                           Noosa Heads
                                           Ph (07) 5455 5604




                  DEBUILD T/A
                                           email:[email protected]
                                           web:www.scg-engineers.com
                                           ABN 40 098 481 899




                      Title:




                     Project




                     Date:       Drawn                Design

                      Checked:   Drg No.                             Rev.




Rev. - 10.06.16
                                                                .2


[OCR of page images]
 

DRAWING SIZE — Al

RAINFALL

SITE AREA UNDER 2500m?
ALTERNATIVE MEASURES FOR
WSUD IMPLEMENTED

>

ROOF RUNOFF

 

DRIVEWAY

WATER TANKS

Y 2

RUNOFF TO COUNCIL
INFRASTRUCTURE

 

WATER TANKS

“FOR RE-USE & DETENTION —— GPT— GROSS POLLUTANT TRAP

CPT —CAPTURES GROSS POLLUTANTS

 

 

 

 

 

WATER CYCLE DIAGRAMATIC

PROVIDE MIN 1 in 150 FALL ALONG
LENGTH OF SWALE. DRAIN TO APPROVED

10 ' POINT OF DISCHARGE

NN NN

TYPICAL SECTION OPEN GRASS SWALE

| SLAB JOINTS AS
NOTED ON PLAN.

 
 
  
    

2/N12. TRIMMERS.
50mm COVER.

400 Min.
LAPS

PIT TRIMMER DETAIL AT SLAB JOINTS

 

 

www.dialbeforeyoudig.com.au

DIAL1100

BEFORE YOU DIG

 

 

 

 

ROOF STORM WATER

INFLOW

  
  

R10 GALV DOWELS @ 400
400(L) EPOXY GROUTED
100mm MIN INTO PIT.

HEAVY DUTY TRAFFICABLE
SEALED ACCESS HATCH

 

SOIL COVER
150mm Min

DRIVE WAY SLAB

TRAFFICABLE CONCRETE
DETENTION TANK FOR ROOF
DRIVE WAY STORM WATER
ONLY, MIN CAPACITY 28000 It

 

 

 

 

 

 

 

 

 

 

to

 

 

_—_

 

7000 Lt MIN.
STORAGE TANK

\

 

 

 

 

qi |

To]
-| WATER DETENTION TANK | |
DETENTION ZONE | |
| |
| |

 

14,000 It

ILL. 12.30m

 

 

 

 

 

\

{| 225 DIAM TANK OVERFLOW PIPE

=> 3

   

 

 

\ RE-USE PUMPING AND
RETICULATION BY OTHERS

STORAGE TANK DETAIL

 

DETENTION TANK DETAIL

FINISHED LEVEL
AS PER PLAN.

GATE/LID (HOT DIP GALV

WHERE STEEL) TO
/ ENGINEER'S APPROVAL.

 

 

 

 

 

 

ILL. AS NOTED

 

 

 

: ON PLAN.
TELLAM PRE-CAST ——pr = : .
PIT OR EQUIV. -

THKNESS AS AS NOTED

PER MANU.

| | | _ON PLAN

PRE-CAST STORMWATER PIT SECTION

  
 

LOW FLOW ORIFICE, Smm
STAINLESS STEEL PLATE WITH A
135mm ORIFICE HOLE.

GALVANISED KERB ADAPTOR TO LOCAL
AUTHORITY STANDARDS AND IPWEA
STD. DRG SEQ—RS-081. CUT OUT
LAYBACK KERB AS NECESSARY TO
INSTALL GALVANISED KERB ADAPTOR
WITH NEAT, TIGHT FIT.

 

 

 

 

 

OPEKING

 

 

 

 

 

 

 

 

 

 

 

 

OPENING BETWEEN
DETENTION TANKS

(x.\ DETENTION TANK CONNECTION OPENING.

 

\_/ TYP. SECTION

 

 

INSTALL REECE 'RHS TO PVC
ADAPTOR’ (PROD. CODE 304284),
OR APPROVED EQUIVELANT AS PER
MANUFACTURERS SPECIFICATIONS.

 

 

 

 

 

 

 

  

 

 

  

PII

SECTION DETAIL

2/125x75 4.0 RHS

H.D. GALV. PIPES ACROSS

FOOTPATH/VERGE.

 

 

 

 

 

 

KERB OUTLET (2)

STAND-UP KERB ADAPTOR TO
EXISTING KERB DETAIL (RHS).

 

 

 

 

Revision Description Date

 

Issue:

FOR APPROVAL

 

DO NOT SCALE FROM THIS DRAWING

The design and associated details contained on this and associated
drawings are copyright and are not to be used or reproduced without
the written permission of SCG Consulting Engineers.

 

DEBUILD T/A,

email:[email protected]

web:www.scg-engineers.com
ABN 40 098 481 899

_ Unit 1/11 Project Ave,
Noosa Heads
Ph (07) 5455 5604

 

STORMWATER DRAINAGE
DETAILS

 

Project

29-27 TOOLAR St,

 

 

 

 

 

TEWANTIN
Daten oy n Drawngp Desig "op
Checked: Drg No. Rev

RPEQ 5835
S Richardson

#

 

51030-OWS.2 .