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 10, section 1. The text section number identifies this passage in the reader.
34700
10450 10450 900 x 900
WEIR RL 5.25
ACCESS
1500
INLE
900 x 900 525Ø
ET
T ACCESS OUTL
1500
2175
REFER LANDSCAPE
1500
3550
ARCHITECTS DRAWINGS
FOR SURFACE VEGETATION
1225
900 x 900 RAISED GRATE
4100
ACCESS RL4.60 INLET
DETENTION
PROPOSED
EXTENDED
BASE AREA = 100m2
RETAINING WALL
300
TOW RL 6.15
REFER DETAIL
SW.2.02
PIT TOP RL 5.95
INLET
PATH RL 5.80 APPROX
25900 8800
SURFACE
LEVEL 5.65m
DETENTION TANK ONE DETAIL PLAN
500
SANDY LOAM. TO SATISFY A
SCALE 1:100
HYDRAULIC CONDUCTIVITY
OF 200mm / hr.
100
200
150 COVER
900 x 900 ACCESS
900 x 900 ACCESS 900 x 900 ACCESS
800
SURFACE LEVEL RL 5.75 SURFACE LEVEL RL 5.69
SURFACE LEVEL RL 5.60 COARSE SAND GRANULAR 150Ø SLOTTED uPVC PIPE
BACKFILL WITH 1.5-2mm SLOTS (2.5m MAX
GRANULAR BACKFILL
Q100 WATER LEVEL RL 5.34 CTRS, 0.5% MIN. GRADE)
WEIR RL 5.25
650
INLET 525Ø
BASE RL 4.60 OUTLET TYPICAL SECTION - BIO-RETENTION BASIN 1
SCALE 1:20
300Ø ORIFICE IL 4.60
1 SECTION 225Ø ORIFICE IL 4.95
- SCALE 1:50
300 EXTENDED
DETENTION
0 0.2 0.4 0.6 0.8 1.0
SCALE 1:20 (A1) 1:40 (A3)
REFER TO LANDSCAPE 0 0.5 1.0 2.0 2.5
ARCHITECT FOR
LANDSCAPING DETAILS SCALE 1:50 (A1) 1:100 (A3)
1 1 0 1 2 3 4 5
4 4
FILTER SURFACE
21800 REFER NOTE SCALE 1:100 (A1) 1:200 (A3)
900 x 900
ACCESS
CONSULTANT: MPN CONSULTING PTY LTD
1500 WEIR RL 5.25
500
SANDY LOAM CONTACT: LACHLAN STEPHENSON
900 x 900
ACCESS 525Ø (RPEQ 16903)
1500
INLET OUTLET TELEPHONE: (07) 3335 4595
MEDIUM PARTICAL SIZE CONTENT/ SIEVE - % PASSING
4600
RL4.60 SANDY LOAM COMPLIANT WITH 5 - 10 % ORGANIC
DATE 06.04.23
BASE AREA = 100m2 FAWB GUIDELINES pH 6.0 - 8.0
100
COARSE SAND 200mm/hr HYDRAULIC
CONDUCTIVITY.
200 MIN.
COARSE SAND 1.0mm TYP. 1.4mm - 100%
GRANULAR BACKFILL
1.0mm - 80%
0.7mm - 44%
0.5mm - 8.4% D 07.06.23 FOR APPROVAL DG LS
150mm DIA. PVC SLOTTED SUB GRANULAR 5mm
VARIES BACKFILL C 09.05.23 FOR APPROVAL DG LS
SOIL DRAIN AT 1.5m CENTRES
B 21.04.23 BA ISSUE DG LS
DETENTION TANK TWO DETAIL PLAN A 06.04.23 PRELIMINARY ISSUE BT LS
SCALE 1:100 ISSUE DATE AMENDMENT BY APP
TYPICAL SECTION - BIO-RETENTION BASIN 2 FILTER MEDIA COPYRIGHT: THIS DESIGN AND PLANS ARE NOT TO BE USED OR REPRODUCED
WHOLLY OR IN PART WITHOUT WRITTEN PERMISSION OF MPN
SCALE 1:20 CONSULTING PTY LIMITED 2018 ©
SCALE 1:100
ABN: 39 062 191 799 P: 61 7 3335 4555
39 Sherwood Road, Toowong, Qld, 4066 E: [email protected]
900 x 900 ACCESS I.O. CAP. EXTEND CAP TO
900 x 900 ACCESS APPROX. 150mm ABOVE CLIENT:
NOT FOR CONSTRUCTION
BIO-RETENTION BASIN SURFACE TRIDENT GROUP HOLDINGS PTY LTD
900
SURFACE LEVEL RL 5.70
HOFMANN DRIVE
Q100 WATER LEVEL RL 5.32 DN150 SUBSOIL DRAIN CLEANOUT NOOSA HEALTH PRECINCT
WEIR RL 5.25
HOFMANN DRIVE, NOOSAVILLE
650
INLET 525Ø (CO) PVC PIPE (NON SLOTTED)
BASE RL 4.60 OUTLET AND CONNECTOR CLEANOUTS AT QLD 4566
HEAD OF SUBSOIL DRAIN
STORMWATER BIORETENTION AND
SECTION
300Ø ORIFICE IL 4.60 DETENTION TANK DETAILS
2 225Ø ORIFICE IL 4.95
- SCALE 1:50 DESIGN: BT DRAWN: BT SCALES: AS SHOWN
45° BEND 150Ø SLOTTED CHKD: LS APPRD: LS DATE: APR '23
uPVC PIPE
mpn JOB DRAWING No. REV
ELEVATION OF CLEANOUT
NTS. 7700 SW.2.01 D
FOR APPROVAL
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
The download may take up to a minute.