STORMWATER 900 x 900 CONCRETE STORMWATER 900 x 900 900 x 900 CONCRETE
INSPECTION PIT OUTLET PIT HEADWALL PIT 18 PIT 1A INSPECTION PIT OUTLET PIT OUTLET PIT — HEADWALL PIT 24
5006 UPVC J DETENTION J 3008 UPVC PIPE 300¢ UPVC PIPE [2250 UPVC PIPE 5006 UPVC | DETENTION 300¢ UPVC PIPE 3008 UPVC PIPE 3000 UPVC PIPE
TANK TANK
BASIN 1 BASIN 1 BASIN 2
1600 ORIFICE 1600 ORIFICE
PLATE \ PLATE \
ee ILA =I
ro ro 4
|
DATUM RL 70.00 DATUM RL 70.00
26 = = 2 e 2 2. = = 2 2 2
3a = = = 3 = = Ba = = = 3 = =
eds s s Z g 3 s Sade s s g g g 28
saan a a “i 6 nS + San a a a 6 + ~
2a ~ ~ ~ ~ ~ ~ ~ 2a ~~ ~ ~ ~ ~ ~ ~
= 7000 18500 22100 14150 = 7000 18500 14100 16700
3 mK Ss aK
SCALE : 1 IN 250 HORIZONTALLY SCALE : 1 IN 250 HORIZONTALLY
1 IN 125 VERTICALLY 1 IN 125 VERTICALLY
900 x 900 OVERFLOW PIT ovERe.ow PI
"ABOVE-DESIGN’ FLOWS SPILL EXTENDED DETENTION
INTO FIELD ENTRY PIT. DESIGN FLOWS POND IN EXTENDED FUNCTIONAL VEGETATION SUPPORT NUTRIENT
DETENTION ZONE INCREASING REMOVAL AND MAINTAINS POROSITY OF SOIL.
FENCE. ————____—_> VOLUME OF STORMWATER THAT IS CONCRETE HEADWALL CARPARK SLAB 74.80 (VARIES)
STONE CLADDING TO CAPTURED AND TREATED. 7
BLOCK WALL WHERE EXPOSED — \ yp
— JOP OF WALL RL 74.2000 900 SERIES BLOCK WORK —— DRIVEWAY SLAB
RETAINING WALL AS PER DETAILS
NATURAL GROUND SURFACE RL 73.60 ‘| | / | / | BOD SUP PPE NE
nnn. onoa smc re 8) Ty fa WL
NET VERT RL 7320 PW Wi} _ [hy 5 =~ INLET INVERT RL_73.20_
TREATED FLOWS AND T See Se eas $ =t g
_ OUTLET PIT L726 _ OVERFLOWS TO = <7 > 7 -*Remesrie fi > 0 DR YE 7 5 TOP OF WALL RL 74.2 200 SERIES BLOCKWORK
RECEIVING WATERS. ne BASE [email protected]% TOWARDS PIT . s STONE CLADDING TO FULLY GROUTED CORES
: UNDER-DRAINS re CIEANOUT RISER R = ay cee cones BLOCK WALL WHERE EXPOSED
FLTER CLOTH UNER DRAINAGE LAYER (FINE. AGGREGATE) ease UNSLOTIED STANDPIPE FOR fle
TRANSITION LAYER (COARSE SAND) “ DRAINAGE PIPE CLEANOUT. as ; BIO RETENTION BIO RETENTION
ge NI6 @ 200 VERTICALLY FILTER MEDIA FILTER MEDIA N16 @ 200 VERTICALLY
FILTER MEDIA (SANDY LOAM) 3|S mr00 wax
ORTHOPHOSPHATE CONTENT < 60mg/kg 3ls N16 @ 400 HORIZONTALLY. —ESat_ " @ N16 @ 400 HORIZONTALLY
=[5 MINIMUM GROUND LEVEL
BIO RETENTION BASIN 1 DETAIL wane Bo ea IE |
SCALE 1:50 <4
NI6 @ 200 STARTERS i NI6 @ 200 STARTERS
600 LAP WW Vey Vy TV Vy ZI 800 LAP
900 x 900 OVERFLOW PIT PUN IONAL an —
x FUNCTIONAL VEGETATION SUPPORT NUTRIENT pee prey
"ABOVE-DESIGN’ FLOWS SPILL REMOVAL AND MAINTAINS POROSITY OF SOIL.
INTO FIELD ENTRY PIT. EXTENDED DETENTION | | | |
DESIGN FLOWS POND IN EXTENDED CONCRETE HEADWALL ©=——, STONE CLADDING T0 | |
DETENTION ZONE INCREASING BLOCK WALL WHERE EXPOSED 900 900
FENCE VOLUME OF STORMWATER THAT IS | je Loo TOP BT | fef-__ too TP a eT
CAPTURED AND TREATED. R6 LIGS @ 1000 CRS. R6 LIGS @ 1000 CRS.
WALKWAY SLAB — CARPARK SLAB 74.80 (VARIES) | | | |
200 SERIES BLOCKWORK VA ss -T [\ Be
RETAINING WALL AS PER 7 3008 SW UPVC PIPE
DETAILS |__| INLET INVERT RL 74.20 ©
LN g 450
TREATED FLOWS AND Ey a a ep oa =~s
_ OUTLET PIT IL 73.60 _ __ ovERFLOWS 10 _§ S77 ~~ TARE) Fest eed tel TEST el ee deel el deel Vel, Teele] to
RECEIVING WATERS. BASE [email protected]% TOWARDS PIT S -
oe-ans A ean a g SECTION OF WALL AT BIO BASIN BIO RETENTION BASIN RETAINING WALL DETAIL
FILTER CLOTH LINER DRAINAGE LAYER (FINE AGGREGATE) OO e ee PIPE ‘ UNSLOTTED STANDPIPE FOR
5% SLOPE. DRAINAGE PIPE CLEANOUT.
TRANSITION LAYER (COARSE SAND)
FILTER MEDIA (SANDY LOAM)
ORTHOPHOSPHATE CONTENT < 60mg/kg
SCALE 1:50
5 07221] dL APPROVED SCALE AS SHOWN | JOB DESCRIPTION DRAWING TITLE
TaN ena tan} NEIL McKENZIE & ASSOCIATES PTY. LTD. RAW a NOOSA YOUNGCARE STORMWATER DRAINAGE
3 noa2t | dl. CONSULTING ENGINEERS CHECKED NN 32 VIEWLAND DRIVE LINE 1 & LINE 2 LONG SECTION
2 ee VIE AIL RPEQ 2097, NPER 3 14/699a SANDGATE ROAD DESIGNED tN NOOSA HEADS
1 te0921 | ae CLAYFIELD, QLD 4011 APPROVED wu cE Suwa
THIS DRAWING REMAINS THE PROPERTY OF PHONE: (07) 3862 1886 AW REVISION
arson ET bw | NEIL MCRENGIE. dr agsocatES CO) Copyroht Pa yy Seon 1587 OnE ART DELUCA DEVELOPMENT & CONSTRUCTION | uwaer Q20-004-C01.1 NUMER