RFI - Eng Drawings.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 — Al

 
    
    
   

    
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

       

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  
 

 

 

 

 

 

 

 

 

 

 

  
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

VEHICLE GUARD RAIL IN
" ACCORDANCE WITH AS2890. 180 DIAM. ORIFICE 10 900 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) 10 WITH MESH BASKET rea NBOVE EINGHED. BASIN /BIO-BED
" SURROUND Imm
“es e REANGUARO PIT INSTALLED AND BATIERS 10 BE PLANTED ~“ |
FINISHED LEVEL BATTERS TO BE PLANTED IN
AS PER PLAN -—— MAINTAINED TO MANUFACTURERS ACCORDANCE WITH AUSTRALIAN RL11.30 | EMERGENCY
a Na CEE
SPECIFICATIONS. STANDARDS. Q100 LEVEL RL11.14m | OVERFLOW WEIR
, v— &
=z
a
=== === is
R12 GALV DOWELS @ 400 an “| |2
FINISHED LEVEL GATE/LID (HOT DIP. GALV 400(L) EPOXY GROUTED i
AS PER PLAN. J WHERE STEEL) TO tOOmm MIN INTO PIT __ _ ; 300. |
ENGINEER'S APPROVAL. "f= I :50 RL10.00
ra
oo BLOCK RETAINING WALL i |___ EXISTING GROUND
—— ——— 6° SSS SURROUNDING DETENTION FILTER MEDIA ie EXISTING 225 DIAM. (APPROX. R.L. 10.25)
Z . . —e PIPE TO CPI.
os BASIN /BIO-BED LAYER - 400mm If : UPGRADE TO 300 DIAM
R10 GALV DOWELS © 400 a PIPE TO wy (J y ra
tw a TRANSITION Y
400(L) EPOXY GROUTED LL. AS NOTED ww OUTLET _3 R !
100mm MIN INTO PIT, ON PLAN. zs c> & = LAYER = 100mm OGL SSA LS 7A XS 300mm WIDE SCOUR
a2 8 + iL 925m PROTECTION BETWEEN BLOCK
TELLAM PRE-CAST ——h =, BOF J fo 28 GEOFAB WALL AND BOUNDARY
PIT OR EQUIV. : i wy DRAINAGE —_| 2956 uPVC COLLECTOR SLOTTED 100¢ uPVC PIPES 750
Se () ” LAYER — 150mm (B PIPE LAID FLAT. CTRS SET IN 150 THICK 5-7mm
THANESS AS | | As NOTED 100mm CLEAN COARSE C-/ 4 peR PLIN CLEAN GRAVEL DRAINAGE ue
\— Its As NOTED CATER (HATOVED)
ON PLAN. .
PRE-CAST STORMWATER PIT SECTION (-» GPx WITH OCEANGUARD PIT (&.\ BIO-RETENTION PIT DETAIL
(7 TYPICAL DETAIL \SWLY SECTION
Moy GRADE STONE PITCHING FOR
Ap EVEN FLOW INTO
Wp iM Loy BIO-RETENTION BED. DRIVEWAY PAVEMENT. REFER INSTALL REECE ’RHS TO PVC
“Aron OPE POR RINE « ce PLAN ADAPTOR’ (PROD. CODE 304284),
Ws . OR APPROVED EQUIVELANT AS PER
S GALVANISED KER ADAPTOR TO LOCAL MANUFACTURERS SPECIFICATIONS.
UTHORI NDARDS AND IPWEA
TA SURROUNDING SID. DRG SEQ-RS-081. CUT OUT 50 GAP.
BIO_BED /DETENTION a Ey Se OC LAYBACK KERB AS NECESSARY 10 Min, _
BASN / 300mm MIN THK COMPACTED INSTALL GALVANISED KERB ADAPTOR —
GRANULAR MATERIAL UNDER SLAB. WITH NEAT, TIGHT FIT.
TRAFFICABLE AREAS eS | __|
©— MIN 98% FIELD DENSITY THROUGH - yr + WN NK +
BACKFILL DEPTH. D>900mm UJ Wes sco
BIO-RETENTION BED NR NOW StS — NON-TRAFFICALBE AREAS Gf Cy I
AS PER PLANS & COMPACT IN 150mm LAYERS D>400mm rN pe zi" 20x76 “4.0 RHS eoss
DETAILS. / ; — aan KERB OUTLET (2)
FOOTPATH/VERGE.
RC CONCRETE HEAD WALL SECTION DETAIL
WITH STONE PITCHING
SCOUR PROTECTION FOR
EVEN FLOWS INTO
BIO-RETENTION BED. LAY BACK KERB ADAPTOR 10
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

 

 

 

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.

 

a Unit 1/11 Project Ave,
; Noosa Heads
Ph (07) 5455 5604
email:[email protected]

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

DEBUILD T/A,

 

Title:

STORMWATER DETAILS

 

 

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

 

 

0 1 2 3 4 5 . Checked: Drg No. R
run ——L_#——7_jm1:100 @ Al 3
"200 @ A3 : 8 Richordson 51131-SW1.2