Original source · versioned page text
Revised Civil Engineering Plans
Original PDF page 7, section 1. The text section number identifies this passage in the reader.
Plans and drawings
This document appears to be plans or drawings. Its page text below holds only the words printed on the drawings, without the drawings themselves, so it may be jumbled or hard to follow. To see the plans as drawn, choose Original above or download the file (both need you to log in).
Log in to see the plans as drawn SL - 119.700
ILin - 119.05
SW
ILout - 117.478
N 1.75m 9.0m
MI
SW %
0.5
@
EASEM [email protected]% MIN ACCESS CHAMBER
ENT
PR BDY
0.3m
IL 117.47 N 900 x 900 GRATE
5 MI
SW
A
% 600 x 600 G.I.P.
1.0
DRAIN
7.73m SL - 119.975
@
ILin - 119.050
1:4 RL 119.00
ILout - 119.025
SW
FILTER MEDIA RL19.00 INFLOW OVERFLOW 1:4
DN150 SLOTTED DRAINS ILtank overflow FROM BIO ACCESS
1.60m NSL
PROPOSED DETENTION TANK = 94kL
8.78m
SW
BIO RL 119.0
6.78m
REFER TO TYPICAL
U 08SECTION FOR DETAILS RL 118.20
TANK SIZE = 9.0m (L) x 7.0m (W)
- TIMBER SLEEPER RETAINING
INLET FROM
WALL AS PER MANUF. SPEC. 100mm DIA. [email protected] ABOVE INVERT [email protected] CRS
SW
CARPARK
BIO BASIN (TYPICAL) COMPLETE WITH OVERFLOW 100mm DIA. [email protected] ABOVE INVERT
AREA = 63m2 - 9m (L) x 7m (W) WATERPROOF TANKING 375DIA
PROPOSED DETENTION TANK = IL 117.475 BIO RETENTION BASIN
1.5m
1.9m
0.3m EXTEND DETENTION 94kL VOLUME
9.53m 0.5m DEEP FILTER MEDIA REFER BELOW FOR DETAIL
SW
IR 11 9.35 DETENTION TANK TANK SIZE = 9.0M (L) X 7.0M (W)
WE 0.1m SAND TRANSITION
0.2m GRAVEL DRAINAGE LAYER BASE, WALLS & LID
BIO SL = 119.00
@1
0.2m THICK (TYPICAL) RL 116.50 100mm DIA. PIPES @ INVERT OF TANK 0.71m WEIR ORIFICE ON TOP OF
BIO IL = 118.200 -REFER STRUCTURAL
.0%
ROCK PAD SCOUR PROTECTION
ENGINEER - WEIR RL117.90
MIN
AS DIRECTED ON SITE
ORIFICE HOLES IN PIPE TO MATCH
SW
PROVIDE EMERGENCY ROCK PENETRATIONS IN BAFFLE WALL
BIO BASIN / DETENTION TANK - TYPICAL SECTION 'F'
SPILLWAY AND 5.0m LONG WEIR
TO BIO-RETENTION BASIN AS PER 0 0.5 1.0 1.5 2.0 2.5m
SW
IPWEAQ STD DWG WSUD-006 PIPE FROM DETENTION TANK
SW
TO EXISTING FIELD INLET PIT SCALE 1:50 A3
AS SHOWN. IL 115.05
SW
DRAINAGE
RESERVE
BIO BASIN PLAN
PROVIDE LOCKING C.I. CAP TO EXTEND
FIELD INLET PIT TYPE 1
FUNCTION OR SECURE APPROX. 150mm ABOVE
FILTER CLOTH OR ORGANIC GEOTEXTILE MATTING FIXED TO WITHOUT CONCRETE
CAP WITH SCREWS BASIN SURFACE
PERIMETER OF WALLS TO AVOID RUNNELLING OF WATER APRON (IPWEA STD DWG
BETWEEN PIT AND SOIL INTERFACE. 300 WIDE, 100 COVER. D-0050
OVERFLOW PIT 300mm
FUTURE PLANTING TO ABOVE BIORETENTION FSL
C.I. CAP TO EXTEND
TEMPORARY TURF LANDSCAPE PLANS
APPROX. 150mm ABOVE MEDIA LEVEL TEMPORARY TURF
SUBSOIL DRAIN CLEANOUT - PVC PIPE BASIN SURFACE AND TOP SOIL
(NON SLOTTED) AND CONNECTOR
BELOW. CLEANOUTS AT HEAD OF SUBSOIL
DRAIN 50mm TOP SOIL
BIORETENTION 500
100
GOETEXTILE FABRIC FILTER MEDIA
WRAPPED OVER COMPLETE
FILTER MEDIA COARSE SAND 100
CLEANOUT POINT DETAILS 5-10mm GRAVEL 200
NOT TO SCALE BIORETENTION BASIN
REFER TO TYPICAL
CROSS SECTION.
UNDER-DRAIN: SLOTTED RIGID PIPE TO AS2439.1 OR PVC DRAINS CONNECT DROP INLET INTO DETENTION
a:\2123-lot 4 taylor court, cooroy\acad civil opw\2123 opw set.dwg
APPROVED EQUIVALENT, 0.5% MIN. GRADE. DIA TYPICALLY INTO GRATED PIT. TANK UNDERNEATH
NOTE:
GRADE AT 0.5%
REFER ARCHITECTURAL DRAWINGS FOR
PIPE JOINTS SHALL BE GLUED USING PLUMBING CEMENT.
FILTER SOCKS NOT TO BE USED. UNDER-DRAINAGE PIPES DETAIL A TYPICAL BIORETENTION SCHEMATIC AND DETAILS FINAL BUILDING FOOTPRINTS AND FLOOR
NOT TO SCALE NOT TO SCALE PLANS TO PROPOSED DEVELOPMENT.
SHALL BE SEALED INTO PITS USING GROUT OR APPROVED
WATERTIGHT SEAL.
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD SCALE APPROVED PROPOSED INDUSTRIAL DEVELOPMENT 2123
A 15-12-2021 FOR APPROVAL KE DB LOT 4 TAYLOR COURT, COOROY
DATUM AHD SHEET: 7 OF 11
B 10-03-2022 AMEND GENERAL SITE LAYOUT CS CL
MAROOLINGAR P/L ATF TWENTY20 UT
C 04-04-22 FOR APPROVAL DTB DTB DESIGN KE
AS NOTED
................. DRAWING TITLE: DRAWING NUMBER REV
DRAWN KE Director: CAMERON LANDRETH
Director: TONY SHELLEY
DESIGN CHECK CL (RPEQ
(RPEQ19358)
7736) 07 5443 8285 R07 C
This drawing is not to be copied or amended without written permission from [email protected] www.barlowshelley.com.au
DATE DEC-2021 Barlow Shelley Consulting Engineers PO Box 899 Maroochydore 4558 ABN 89 215 591 077
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalLog in to download the original file
Large file: the download may take up to a minute.
Searchable page text hides email addresses. Original files are unchanged and may show email addresses.