Revised Drawings SCG 31131-OPW-2022.061.01-Council RFI.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

R12 GALV DOWELS @ 400
400(L) EPOXY GROUTED
100mm MIN INTO PIT.

FINISHED LEVEL
AS PER PLAN.

GATE/UID (HOT DIP GALV

WHERE STEEL) TO
/ ENGINEER'S APPROVAL.

IL. AS NOTED
ON PLAN.

 

 

 

   
   

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

TELLAM PRE-CAST ——=

 

 

 

PIT OR EQUIV.
THKNESS AS AS NOTED
PER MANU. _ |_| | _ON PLAN

 

PRE-CAST STORMWATER PIT SECTION

  
 

GRADE STONE PITCHING FOR
EVEN FLOW INTO
BIO-RETENTION BED.

BLOCK RETAINING
WALL SURROUNDING
BIO-BED /DETENTION
BASIN

BIO-RETENTION BED
AS PER PLANS &
DETAILS.

RC CONCRETE HEAD WALL
WITH STONE PITCHING
SCOUR PROTECTION FOR
EVEN FLOWS INTO
BIO-RETENTION BED.

SW FLOW DISPERTION — RC _HEADWALL

TIMBER PALING FENCE

TERRACE SLAB PROVIDE SLEEPER ALONG
BASE OF PALING FENCE TO

AS PER PLANS
se [Reva FLOWS WITHIN
re Mh: SWALE

 

 

   
 

 

SWALE DRAIN,
REFER DETAIL

/B\ REAR DRAINAGE SWALE
\CSWATYPICAL SECTION

 

GATE/LID (HOT DIP GALV
-—— WHERE STEEL) TO
ENGINEER'S APPROVAL.
FINISHED LEVEL OCEANGUARD PIT INSTALLED AND

;——— MAINTAINED TO MANUFACTURERS
AS PER | SPECIFICATIONS.

 

i

=- Tfa===4

 

 

 

 

 

 

 

OVERALL
DEPTH

 

 

 

 

 

 

 

 

 

 

 

PIPE TO
OUTLET

cS

\ IL’s AS NOTED

ON PLAN.
/-—\ GPx WITH OCEANGUARD PIT INSERT
\ 7 TPICAL DETAIL

 

 

CLEARANCE
SEE DESIGN TABLE
BAG DEPTH
SEE DESIGN TABLE

 

 

 

 

 

 

 

 

 

DRIVEWAY PAVEMENT. REFER
DRIVEWAY & ACCESS PLAN

[ FOR REINFORCING.

 

st

a

 

 

 

DRAINAGE PIPE SIZES ——
AS NOTED.

 

APPROVED COMPACTED
BEDDING SAND.

———_]

 

 

 

300mm MIN THK COMPACTED
GRANULAR MATERIAL UNDER SLAB.
TRAFFICABLE AREAS

@— MIN 98% FIELD DENSITY THROUGH
BACKFILL DEPTH. D>900mm
NON-TRAFFICALBE AREAS

COMPACT IN 150mm LAYERS D>400mm

VEHICLE GUARD RAIL IN
ACCORDANCE WITH AS2890.

 

 

BIO-RETENTION FILTER MEDIA &
BATTERS TO BE PLANTED IN
ACCORDANCE WITH AUSTRALIAN
STANDARDS.

PROVIDE TURFING OUTSIDE

BLOCK RETAINING WALL BIO-RETENTION FILTER AREA.

SURROUNDING DETENTION
BASIN/BIO-BED : 10

eA

 

 

FILTER MEDIA

TRANSITION

MINIMUM HT OF
BLOCKWALLS (NON WEIR)

180 DIAM. ORIFICE TO
SIDE OF INLET PIT FIT
WITH MESH BASKET

RL11.50 MIN SURROUND

 
   
 
  

900 SQ GRATED SW INLET
PIT WITH RAISED DOME
GRATE, SET TOP OF PIT
1mm ABOVE FINISHED
SURFACE IN BED

Q100 LEVEL RL11.14m
YW

 

 

 

RL10.00

 

 

 

 

BN

 

lon
|=:

LAYER - 400mm 1S
|P «
|

LAYER - 100mm

 

 

 

LZ Zs =
BLN SLLVLLLLY

 

DRAINAGE ~~"

= LS —— FJ

  

PIPE TO GP1.
UPGRADE TO

 

LAYER - 225mm

100mm CLEAN COARSE
SAND TRANSITION
LAYER ABOVE |

GEOFAB
2256 uPVC COLLECTOR

 

 

 

 

PIPE 0.5% GRADE MIN.

AS PER PLAN

SLOTTED 100% uPVC PIPES 0.5%
GRADE MIN 750 CTRS SET IN
225 THICK 5-7mm CLEAN
GRAVEL DRAINAGE LAYER.

 

WALL AND

LL. 9.23m)

  

 

DRAINAGE. LAYER
B (HATCHED).

(A BIO-RETENTION PIT DETAIL

 

\swi7 SECTION

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.

 

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

 

 

 

 

 

 

 

 

—— 2/125x75 x4.0 RHS
H.D. GALV. PIPES ACROSS

 

 

FOOTPATH/VERGE.

 

 

 

SECTION DETAIL

/-- SW PIPE TRENCH/PIPE BEDDING & BACKFILLING

 

\ / UNDER PAVEMENT TYPICAL SECTION

 

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

 

LOOSE STONE PITCHING WITHIN

1000mm_ WIN SWALE OVER GEOTEXTILE BLANKET

 

TYPICAL SECTION VEGETATED SWALE

 

 

 

 

 

FALL, WW
—_ GP1 a
100 DIAM uPVC CONNECTOR
a _ PPS
TRUNK DRAIN AS INDICATED
_ — ON PLAN

/— REAR OF UNIT DRAINAGE. PIT
\.=/ TYPICAL SECTION

 

LAY BACK KERB ADAPTOR TO
EXISTING KERB DETAIL (RHS).

EXISTING 225 DIAM.

 

300 DIAM

300mm WIDE SCOUR
PROTECTION BETWEEN BLOCK

BOUNDARY

BLOCK RETAINING WALL
SURROUNDING DETENTION
BASIN/BIO-BED WEIR WALL
HT INDICATED

R.P. BOUNDARY

EXISTING GROUND
(APPROX. R.L. 10.25)

 

 

  

 

PROVIDE ABOVE SIGN IN BIO-BASIN

 

 

 

 

 

 

KERB OUTLET (2)

 

B Revisions for Council RFI

01.06.22

 

A Revisions for Council RFI

49.05.22

 

Revision

 

Description

Date

 

 

Iss

* 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

C) S06

Unit 1/11 Project Ave,
Noosa Heads

Ph (07) 5455 5604
email:[email protected]

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

 

Title:

STORMWATER DETAILS

 

Project

89-93 Eumundi Noosa Rd,

 

 

 

 

RPEQ 5835

 

S Richardson at

NOOSAVILLE
Date: Apri 22 Drawn SR Design SR
Checked: Drg No. Rev

31131-SW1.2 | B.