Civil Plans SCG 31131-OPW-2022.04.05.pdf

BIO-RETENTION
    BASIN
THIS BIO-RETENTION BASIN REDUCES
THE POLLUTION OF OUR WATERWAYS
BY REDUCING THE AMOUNT OF HEAVY
METALS, LITTER, SUSPENDED SOLIDS
 AND NUTRIENTS DISCHARGED INTO
         OUR WATERWAYS.




                                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


[OCR of page images]
 

 

DRAWING SIZE — At

 
   
 
    
      

 

 

  
  

 

 

 

 

 

MINIMUM HT OF
BLOCKWALLS (NON WEIR)
VEHICLE GUARD RAIL IN 180 DIAM. ORIFICE TO BLOCK RETAINING WALL
* ACCORDANCE WITH AS2890. SIDE OF INLET PIT FIT 900 SQ GRATED SW INLET SURROUNDING DETENTION
GATE/LID (HOT DIP GALV WITH MESH BASKET PIT WITH RAISED DOME BASIN/BIO-BED WEIR WALL
—— WHERE STEEL) TO RL11.50 MIN SURROUND GRATE, SET TOP OF PIT HT INDICATED
ENGINEER'S APPROVAL. ee eZ Lf ‘mm ABOVE FINISHED |
OCEANGUARD PIT INSTALLED AND Vo BIO-RETENTION FILTER MEDIA & SURFACE IN GED | |
FINISHED LEVEL 7]
7—— MAINTAINED TO MANUFACTURERS BATTERS 10 BE PLANTED IN : RL11.30 |
AS PER PLAN. ACCORDANCE WITH AUSTRALIAN y EMERGENCY
100 LEVEL RL11.14m ——-— - jae | ut
SPECIFICATIONS. Q +t —GVERELOW WEIR
| STANDARDS. Zw

FINISHED LEVEL GATE/LID (HOT DIP GALV R12 GALV DOWELS @ 400 7 BLOCK RETAINING WALL

400(L) EPOXY GROUTED

R.P. BOUNDARY

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

    
    

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

AS PER PLAN. WHERE STEEL) TO = _ SURROUNDING DETENTION 300
/ ENGINEER'S APPROVAL. "00m MIN INTO PI. T i ____ BASIN/BIO-BED 1:50 RL10.00
i + 2 (J) 4 EXISTING 225 DIAM oa
2[ ----— : FILTER MEDIA : PIPE 10 GPt . (APPROX. R.L. 10.25)
uy LAYER ~ 400mm ° UPGRADE 10 300 DIAM
R10 GALV DOWELS @ 400 IL AS NOD ue PIPE TO y Ranson i : , : a," :
400(L) EPOXY GROUTED L ge OUTLET == LAYER - 100mm —
100mm MIN INTO PIT ON PLAN. ES => 25 m fe DLLLLELLL LOLS CLLVLLLL RELL Z - 300mm WIDE SCOUR
- as oo CrOFAB iL 923m PROTECTION BETWEEN BLOCK
TELLAM PRE-CAST ——f oo oF] )Uté‘d;«NYd|si‘(<is‘“‘<i‘i‘iaa—= =o DRAINAGE SLOTTED 1000 uPVC PIPES 750 WALL AND BOUNDARY
PIT OR EQUIV. i by _| 2250 uPVC COLLECTOR
pe () a LAYER - 150mm (8 PIPE LAID FLAT. CTRS SET IN 150 THICK 5-7mm
THKNESS AS AS NOTED CLEAN GRAVEL DRAINAGE LAYER.
100mm CLEAN COARSE Le
PER MANU. | | [__0N PLAN \ I's AS NOTED SAND TRANSITION AS PER PLAN |
ON PLAN. LAYER (HATCHED).
PRE-CAST STORMWATER PIT SECTION (-» GPx WITH OCEANGUARD PIT INSERT (A BIO-RETENTION PIT DETAIL
\/ TYPICAL DETAIL XSW SECTION
PROVIDE ABOVE SIGN IN BIO-BASIN
GRADE STONE PITCHING FOR
EVEN FLOW INTO
BIO-RETENTION BED. DRIVEWAY PAVEMENT. REFER INSTALL REECE ’RHS TO PVC
DRIVEWAY & ACCESS PLAN ADAPTOR’ (PROD. CODE 304284),
FOR REINFORCING. OR APPROVED EQUIVELANT AS PER
GALVANISED KERB ADAPTOR TO LOCAL MANUFACTURERS SPECIFICATIONS.
AUTHORITY STANDARDS AND IPWEA
WA SERROUNDING STD. DRG SEQ-RS-081. CUT OUT 50 GAP.
BIO-BED /DETENTION ST LAYBACK KERB AS NECESSARY TO Min. _
BASIN sz Tae TTT : 300mm MIN THK COMPACTED INSTALL GALVANISED KERB ADAPTOR
— GRANULAR MATERIAL UNDER SLAB. WITH NEAT, TIGHT FIT.
TRAFFICABLE AREAS - 4 [| __|
©— MIN 98% FIELD DENSITY THROUGH r + WaT ANT ;
DRAINAGE PIPE SIZES BACKFILL DEPTH. D>900mm “bso Reset“
AS PER PLANS & mm 400mm oe 2/125x75. x4.0 RHS
DETAILS.

 

 

 

H.D. GALV. PIPES ACROSS ( )
FOOTPATH/VERGE. KERB OUTLET (2

APPROVED COMPACTED —
BEDDING SAND.

 

 

 

 

 

 

 

RC CONCRETE HEAD WALL
WITH STONE PITCHING
SCOUR PROTECTION FOR
EVEN FLOWS INTO

BIO-RETENTION BED. LAY BACK KERB ADAPTOR TO
SW FLOW DISPERTION - RC HEADWALL (_— SW PIPE TRENCH/PIPE BEDDING & BACKFILLING EXISTING KERB DETAIL (RHS).

\ / UNDER PAVEMENT TYPICAL SECTION

SECTION DETAIL

 

 

 

THIS PLAN TO BE READ IN CONJUNCTION WITH
SCG CONSULTING ENGINEERS STORMWATER

~ MANAGEMENT REPORT 31131(SWM)

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

-—~_ |
.
iS
| gS
3
| & Tall GPt oes Revision | Description Date
ny Issue:
i) TIMBER PALING FENCE 100 DIAM uPVC CONNECTOR FOR APPROVAL
iT | PPS
|
| ‘000mm MIN LOOSE STONE PITCHING WITHIN TRUNK DRAIN AS INDICATED DO NOT SCALE FROM THIS DRAWING
mm . . 4 . . .
TERRACE. SLAB ||, PROVIDE SLEEPER ALONG SWALE OVER GEOTEXTILE BLANKET a ON PLAN Pctoetre copii adens a tbat rated oa
AS PER PLANS Ir BASE OF PALING FENCE TO the written permission of SCG Consulting Engineers.
a [Reva FLOWS WITHIN
rn Mh: SWALE

 

email:[email protected]

web:www.scg-engineers.com
ABN 40 098 481 299

PS Nooea risade.
Ph (07) 5455 5604

SWALE. DRAIN, Ne
REFER DETAIL

/—— REAR OF UNIT DRAINAGE PIT

DEBUILD T/A

 

 

 

Ye) TYPICAL SECTION Title
TYPICAL SECTION VEGETATED SWALE STORMWATER DETAILS

 

 

(8 \ REAR DRAINAGE. SWALE ma

89-93 Eumundi Noosa Rd,
\swt/ TYPICAL SECTION CT CAMLLE

 

 

Date: Drawn Design

April 22 SR SR

 

 

 

 

 

0 1 > 3 4 5 Checked: Drg No. Re
° nnn} 7 1:100 @ Al §
200 @A3 = 8 Richerdson 51131-SW1.2) .