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SW.2.101C[2]
EXISTING
LEGEND PROPOSED
PROPERTY BOUNDARY
EX2/02 5.00 CONTOUR 5.00
INSTALL PEDESTRIAN SEATING.
BUILDING
REFER LANDSCAPE PLANS FOR
CONCRETE
W
DETAILS.
RP BDY
EDGE OF BITUMEN
SW
BIO BASIN BUILDING
KERB
1.50 GROUND
CONCRETE INVERT
EX. RL 10.10 LEVEL 10.300
W
300Ø RL 10.20 SW STORM WATER MAIN
SW
T W WATER MAIN W
NATURAL BIO BASIN S SEWER MAIN S
10.0 SURFACE SL 9.45 RM RISING MAIN RM
FI1/02
W
BIO BASIN 2. 1 IN 3 BATTER T TELECOMMUNICATIONS
SW
AREA: 11 m2.
0.80
BASEMENT E U/G ELECTRICITY
HDPE LINER TO EXTEND 500mm RL 8.65 N O/H ELECTRICITY
UP BATTER UNDER TOPSOIL
RET
II FENCE
2
W
AND PINNED TO BATTER. FILTER MEDIA. REFER
10.2
- SHORING WALL RET WALL RETAINING WALL RET WALL
TYPICAL TYPICAL DETAILS.
9.6
SHORING WALL
WALL
TOP OF BATTER
STUB FOR ROOFWATER CONNECTION.
FACE OF BATTER
9.4
W
REFER HYDRAULIC PLANS FOR
RET
TOE OF BATTER
DETAILS. BIO BASIN 1 SECTION 1
9.2
IL 9.40 MIN. SWALE DRAIN
SCALE 1:50 - LINE OF SAW CUT
3 LINE OF SAW CUT
WALL
W
SUBSOIL DRAIN
SP246584
9.6
FINISHED SURFACE LEVEL FSL 22.22
STORM WATER STRUCTURE NUMBER
RET
SCOUR PROTECTION AT ROOFWATER
9.8
HW2/22
9.2
10.0
OUTLET. REFER DWG No. CP.2.101C
W
STORM WATER LINE NUMBER
WALL
E FOR DETAILS. INSTALL PEDESTRIAN SEATING.
REFER LANDSCAPE PLANS FOR
1.6m HIGH RETAINING WALL.
E
DETAILS.
REFER STRUCTURAL DWGS
RET
RP BDY
W
FOR DETAILS BIO BASIN
GROUND
9.8
0.80 1.80 1.20 BUILDING
E
FFL 10.300
WALL
C.O RL 10.20 GROUND LEVEL 10.300
9.6
BUND
HOFMANN 1 IN 3
9.4
RL 10.00
W
9.8 DRIVE BATTER
BUND BIO BASIN
RET
RL 10.00 10
E
.0 1 IN 3 BATTER SL 9.40
BASEMENT
WALL
0.80
W
NATURAL SURFACE
1 RL 8.60 1.6m HIGH
E
HDPE LINER TO EXTEND 500mm SHORING WALL
- RETAINING
UP BATTER UNDER TOPSOIL FILTER MEDIA. REFER
WALLL.
AND PINNED TO BATTER. TYPICAL DETAILS.
W
TYPICAL
10.2
E
STUB FOR ROOFWATER CONNECTION.
BIO BASIN 1. REFER HYDRAULIC PLANS FOR
W
AREA: 10 m2. DETAILS. BIO BASIN 2 SECTION 2
10.2
IL 9.45 MIN.
SCALE 1:50 -
SCOUR PROTECTION AT ROOFWATER
E
CONSULTANT: MPN CONSULTING PTY LTD
OUTLET. REFER DWG No. CP.2.101C
W
10.0
10.2
FOR DETAILS. CONTACT: LACHLAN STEPHENSON
HW2/03 (RPEQ 16903)
E
TELEPHONE: (07) 3335 4595
W
9.6 C.O C.O 300Ø 10.2
FI1/01 DATE 25.11.2022
900 x 900 PIT WITH DOME TOP
E
10.2
W 10.0
9.6 300Ø
10.2
DETENTION
9.8
EXTENDED
HO
.0
10
REFER LANDSCAPE ARCHITECTS
E
300
W
FM
Emt S DRAWINGS FOR SURFACE VEGETATION
AN
SP182880 RL 9.70 BASIN 2
E
W
ND
STORMWATER RL 9.75 BASIN 1
OUTLET LINE
RIV
E W BASIN 2 SURFACE LEVEL 9.40 2 25.11.22 FOR APPROVAL KC LS
W
BASIN 1 SURFACE LEVEL 9.45
E
W
1 11.11.22 FOR COORDINATION KC LS
E E E E
RM
ISSUE DATE AMENDMENT BY APP
500
E E E W E E
E E E E E E
E RMEE 2
E
10.0 E RM E W 10. COPYRIGHT: THIS DESIGN AND PLANS ARE NOT TO BE USED OR REPRODUCED
9.8
E RM W SANDY LOAM. TO SATISFY A WHOLLY OR IN PART WITHOUT WRITTEN PERMISSION OF MPN
E E W CONSULTING PTY LIMITED 2018 ©
RM W HYDRAULIC CONDUCTIVITY OF
100
W W
E
E
E
RM 200mm / hr.
RM E
200
RM
E RM RM RM
E COARSE SAND
E
10.0 ABN: 39 062 191 799 P: 61 7 3335 4555
GRANULAR BACKFILL 39 Sherwood Road, Toowong, Qld, 4066 E: [email protected]
PROVIDE SCOUR PROTECTION 150Ø SLOTTED uPVC PIPE
E
AT HEADWALL OUTLET. REFER
E
WITH 1.5-2mm SLOTS (1.5m MAX
DWG No. CP.2.101C FOR CTRS, 0.5% MIN. GRADE)
W
E
DETAILS.
TYPICAL FILTER MEDIA DETAILS
E
NTS.
NOT FOR CONSTRUCTION
I.O. CAP. EXTEND CAP TO
APPROX. 150mm ABOVE
BIO-RETENTION BASIN SURFACE MEDIUM PARTICAL SIZE CONTENT/ SIEVE - % PASSING
SANDY LOAM COMPLIANT WITH 5 - 10 % ORGANIC LOT 22 MEDIHUB
FAWB GUIDELINES pH 6.0 - 8.0 NOOSA BUSINESS CENTRE
200mm/hr HYDRAULIC
DN150 SUBSOIL DRAIN CLEANOUT
28 EENIE CREEK ROAD
CONDUCTIVITY.
(CO) PVC PIPE (NON SLOTTED) COARSE SAND 1.0mm TYP. 1.4mm - 100%
NOOSAVILLE, QLD 4566
AND CONNECTOR CLEANOUTS AT 1.0mm - 80%
HEAD OF SUBSOIL DRAIN 0.7mm - 44% BIO-RETENTION BASIN DETAILS
0.5mm - 8.4%
GRANULAR 5mm 0 0.5 1.0 2.0 2.5
BACKFILL DESIGN: KC DRAWN: KC SCALES: AS SHOWN
CHKD: APPRD: DATE:
45° BEND SCALE 1:50 (A1) 1:100 (A3)
150Ø SLOTTED mpn JOB DRAWING No. REV
uPVC PIPE
0 1 2 3 4 5
ELEVATION OF CLEANOUT 8662 SW.2.101C 2
SCALE 1:100 (A1) 1:200 (A3)
NTS.
FOR APPROVAL
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