Original source · versioned page text
22-05-23 Operational Management and Maintenance Plan_Issue A
Plans and drawings: the text below has words only, no drawings.
Original PDF page 11, section 1. The text section number identifies this passage in the reader.
N12-300 N16-150
FOR FENCE DETAILS
SLAB
400 THICK
REFER ARCHITECT/BUILDER FOR FENCE DETAILS
REFER ARCHITECT/BUILDER
ENSURE HORIZONTAL
BAR AT THIS COURSE
300 MIN 300 MIN
190 190
55 55
BUILDING
TOW 6.15
N16-400
PATH SL 5.70 SL 5.70 PATH
N12-400 525Ø PIPE
BIDIM LAYER SL 5.65 MASS CONCRETE TO
FORM PLUG
1300
GRANULAR
BACKFILL 300 MIN
800
PIPE PENETRATION BLOCK WALL
700
Ø100mm AGG. LINE N.T.S.
WITH ADEQUATE
SL72 525Ø PIPE OUTLET
FALLS TO OUTLET
300
N12-300 N16-200 PIT TO BE PINNED TO FOOTING SLAB
21.80
SECTION BIO BASIN 1 0 0.2 0.4 0.6 0.8 1.0
SCALE 1:100 (A1)
1:200 (A3)
SCALE 1:20 (A1) 1:40 (A3)
0 0.5 1.0 2.0 2.5
SCALE 1:50 (A1) 1:100 (A3)
0 1 2 3 4 5
SCALE 1:100 (A1) 1:200 (A3)
CONSULTANT: MPN CONSULTING PTY LTD
CONTACT: LACHLAN STEPHENSON
(RPEQ 16903)
TELEPHONE: (07) 3335 4595
DATE 06.04.23
BIO RETENTION
BASIN
200mm MIN. DIA. ROUND ROCK PLACED
ON BIDIM A44 GEOFABRIC. (300mm
THICKNESS)
ROOFWATER B 07.06.23 FOR APPROVAL DG LS
PIPE OUTLET I.L. A 09.05.23 FOR APPROVAL DG LS
ISSUE DATE AMENDMENT BY APP
SURFACE COPYRIGHT: THIS DESIGN AND PLANS ARE NOT TO BE USED OR REPRODUCED
WHOLLY OR IN PART WITHOUT WRITTEN PERMISSION OF MPN
COMPACTED LEVEL CONSULTING PTY LIMITED 2018 ©
EMBANKMENT
MATERIAL
ABN: 39 062 191 799 P: 61 7 3335 4555
39 Sherwood Road, Toowong, Qld, 4066 E: [email protected]
CLIENT:
NOT FOR CONSTRUCTION
RETAINING WALL
TRIDENT GROUP HOLDINGS PTY LTD
BIORETENTION LAYERS
HOFMANN DRIVE
NOOSA HEALTH PRECINCT
TYPICAL SCOUR PROTECTION DETAIL HOFMANN DRIVE, NOOSAVILLE
NOT TO SCALE QLD 4566
STORMWATER BIORETENTION
AND RETAINING WALL DETAILS
DESIGN: BT DRAWN: BT SCALES: AS SHOWN
CHKD: LS APPRD: LS DATE: APR '23
mpn JOB DRAWING No. REV
7700 SW.2.02 B
FOR APPROVAL
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