SCG 31131-Civil Issue 6-2022.03.09.pdf

                  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

VEHICLE GUARD RAIL IN

_————

  

    
 

 

 

 

 

 

 

 

ACCORDANCE WITH AS2890. 180 DIAM. ORIFICE TO 900 SQ GRATED SW INLET BLOCK RETAINING WALL
GATE/LID (HOT DIP GALV SIDE OF INLET PIT FIT PIT WITH RAISED DOME SURROUNDING DETENTION
——— WHERE STEEL) TO WITH MESH BASKET RATE ABOVE LINGHED. BASIN /BI0-BED
: SURROUND mm
ENGINEER'S o sceingd ARD PIT INSTALLED AND BIO-RETENTION FILTER MEDIA & SURFACE IN BED |
FINISHED LEVEL BATTERS TO BE PLANTED IN
| . STANDARDS. (iN stam TO TTT OVERFLOW WEIR

) ww

— Pe Tpa===4
FINISHED LEVEL GATE/UID (HOT DIP GALV R12 GALV DOWELS @ 400

400(L) EPOXY GROUTED

AS PER PLAN. WHERE STEEL) To |
/ ENGINEER'S APPROVAL. 100mm MIN INTO PIT [ ] 1:50

R.P. BOUNDARY

 

 

 

 

 

RL10.00

 

 

  
   

 

 

 

 

 

 

 

OVERALL
DEPTH

 

 

 

 

 

 

 

 

 

 

 

 

   
   

 

 

 

 

 

 

 

 

    

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  
 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

_ _ BLOCK RETAINING WALL |_-_ EXISTING GROUND
— p= > 7 SURROUNDING DETENTION FILTER MEDIA [se EXISTING 225 DIAM. (APPROX. RL. 10.25)
ou BASIN /BIO-BED LAYER - 400mm? 13 SPCRADE TO 300 DIAM
R10 GALV DOWELS @ 400 ‘LAS NoTeD 2 PIPE TO y (Z] TRANSITION = Vv : F
400(L) EPOXY GROUTED L ge OUTLET x= M —e LY,
100mm MIN INTO PIT ON PLAN. ES => — LAYER = 100mm OGL SS AI CF 07 A NX (LLL Ee J: 300mm WIDE SCOUR
TELLAM PRECAST ag oo — CORB IL 923m PROTECTION BETWEEN BLOCK
—casy ——ee = * J e
PIT OR EQUIV, : a rs a DRAINAGE 2950 uPVC COLLECTOR SLOTTED 100 uPVC PIPES 750 WALL AND BOUNDARY
pe () a LAYER - 150mm (8B PIPE LAID FLAT. CTRS SET IN 150 THICK 5-7mm
THKNESS AS AS NOTED CLEAN GRAVEL DRAINAGE LAYER.
100mm CLEAN COARSE Le |
PER MANU. || [__ON PLAN \ I's AS NOTED SAND. TRANSITION AS PER PLAN
ON PLAN. LAYER (HATCHED).
PRE-CAST STORMWATER PIT SECTION (-» GPx WITH OCEANGUARD PIT A» BIO—RETENTION PIT DETAIL
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 re eres LAYBACK KERB AS NECESSARY TO Min. _
BASIN / Sone sGorcsas oS 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>200mm “those ghosAy*
BIO-RETENTION BED AS NOTED. NON-TRAFFICALBE AREAS : I |
AS PER PLANS & COMPACT IN 150mm LAYERS D>400mm a 2/125x75 x4.0 RHS
DETAILS. : H.D. GALV. PIPES ACROSS ( )
FOOTPATH/VERGE. KERB OUTLET (2
APPROVED COMPACTED © ———]
BEDDING SAND.
RC CONCRETE HEAD WALL SECTION DETAIL
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

 

THIS PLAN TO BE READ IN CONJUNCTION WITH
SCG CONSULTING ENGINEERS STORMWATER
MANAGEMENT REPORT 31131(SWM)

 

 

 

Revision | Description Date

 

 

 

“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.

 

email:[email protected]

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

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

DEBUILD T/A

 

Title:

STORMWATER DETAILS

 

 

89-93 Eumundi Noosa Rd,
NOOSAVILLE
Date: May nA Drawn SR Design SR

 

 

 

 

 

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