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LATE RFI Attachment 6 - Stormwater Management Plan
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Plans and drawings
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Log in to see the plans as drawnDRAWINGS
Hydrochannel
6 5 4 3 2 1
REVISION HISTORY
REV DESCRIPTION DESIGNER CREATION DA CHECKED BY
1 INITIAL RELEASE M.MAKIN 31/08/2017
D D
POLY FLOW DEFLECTOR
POLY SEDIMENTATION
CHAMBER
SURFACE RUNOFF SURFACE RUNOFF
1000
FILTER MEDIA BAG
C FLOW RESTRCTOR C
BAFFLE
CONCRETE OR
STEEL LINED CHANNEL
PLAN VIEW
D:\Vault Working Folder\Designs\SPEL\PRODUCTS\HYDROCHANNEL\STANDARD\SPEL HYDROCHANNEL 300\SP17-HY38040-S.idw
TRENCH GRATE
300
B B
450
ISOMETRIC VIEW
ELEVATION VIEW
TOLERANCE: ALL DIMENSIONS 10mm UNLESS OTHERWISE STATED.
CLIENT: DISTRIBUTOR : The drawings must not be disclosed to any third Drawn Date PROJECT :
parties without written permission from SPEL Environmental Sydney.
Unauthorised disclosure may result in prosecution. M.MAKIN 31/08/2017
© SPEL Environmental - This drawing is the property of SPEL
Check Date
A Environmental ABN: 83 151 832 629 and is subject to return on
demand. It is submitted for the use only in connection with the
TITLE
SPEL HYDROCHANNEL A
proposal and contracts of SPEL Environmental with the expressed
conditions that it is not to be reproduced or copied in any form.
Verified Date 0.6 L/S/M
This data must only be used in accordance with our standard GENERAL ARRANGEMENT
terms and conditions.
© Copyright Approved Date
SPEL Environmental accepts no responsibility for any loss or SCALE SIZE SHEET REV
damage resulting from any person acting on this information. N.T.S A3 1
Request No. 1
The details and dimensions contained in this document may change,
please check with SPEL Environmental for confirmation of current RN CUSTOMER CODE : DWG No.
specifications. STOCK NUMBER SP17-HY38040-S
6 5 4 3 2 1
Hydrochannel IN A PIT
6 5 4 3 2 1
1200
B ISSUE FOR APPROVAL
NOT FOR CONSTRUCTION
D D
INLET OUTLET
1100
Ø225 PVC Ø225 PVC
A A
C:\Users\robin\Documents\Vault\Designs\SPEL\PRODUCTS\HYDROCHANNEL\PROJECT\3 HYDROCHANNEL SYSTEM\3 HYDROCHANNEL SYSTEM - 900Wx600H - CLASS B PIT\SP20-HC14460-P.idw
B
PLAN VIEW ISOMETRIC VIEW
C GRATED - CLASS B LID OF SECTION A-A C
600 x 600
300 600 300 250 600 250
INLET OVERFLOW
55
Ø225 PVC Ø225 PVC ISOMETRIC VIEW
I.I.L. 550
BYPASS
550
TOP BRACKET
(SEE SHEET 2 FOR DETAILS)
100 100
O.I.L. 1200
SEDIMENTATION CHAMBER
1200
3 OFF
SPEL HYDROCHANNEL
1050
GRANULAR FILTER BAG INCLUDED MEDIA BAG
(STOCK CODE: SHCP-3)
280
650
650
B SUPPORT FRAME B
(SEE SHEET 2 FOR DETAILS)
250
100
OUTLET Ø225 PVC
FILTERED WATER INTERNAL 900
100 INTERNAL 1000 100
SECTION A-A SECTION B-B
ISOMETRIC VIEW
OF SECTION B-B
TOLERANCE: All Dimensions to Closest 10 mm & +/- 30 mm ALL INTERCONNECTING PIPEWORK, PITS AND ASSOCIATED DRAINAGE BY OTHERS
CLIENT:
The drawings must not be disclosed to any third
Drawn Date PROJECT
parties without written permission from SPEL STORMWATER .
Unauthorised disclosure may result in prosecution. P.Z. 23/04/2020
© SPEL STORMWATER - This drawing is the property of SPEL
STORMWATER ABN: 83 151 832 629 and is subject to return on Check Date TITLE
A demand. It is submitted for the use only in connection with the
proposal and contracts of SPEL STORMWATER with the expressed
SPEL HYDROCHANNEL IN CONCRETE PIT A
conditions that it is not to be reproduced or copied in any form. Verified Date 3 HYDROCHANEL - 450 L/S
This data must only be used in accordance with our standard CONCRETE PIT - 1050 DEEP - CLASS B
terms and conditions. GENERAL ARRANGEMENT
4 07/09/2021 P.Z. DETAILS ADDED © Copyright Approved Date
3 07/09/2021 P.Z. DESIGN CHANGED SPEL STORMWATER accepts no responsibility for any loss or
damage resulting from any person acting on this information. SCALE SIZE SHEET REV
2 07/09/2021 P.Z. DESIGN CHANGED The details and dimensions contained in this document may change, A3 1 4
N.T.S
1 23/04/2020 P.Z. INITIAL RELEASE please check with SPEL STORMWATER for confirmation of current Request No. CUSTOMER CODE : DWG No.
REV DATE BY DESCRIPTION CHK
specifications.
SP20-HC14460-P
6 5 4 3 2 1
spel.com.au 5
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