SBSMR 20004 Revision C - Op Works Application

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   
   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

     

 

 

   
   

 

 

 

 

 

 

 

 

 

 

 

  

     

 

  
   

 

 

 

 
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

STORMWATER 900 x 900 CONCRETE STORMWATER 900 x 900 900 x 900 CONCRETE
INSPECTION PIT QUTLET PIT HEADWALL PIT 1B PIT 1A INSPECTION PIT OUTLET PIT QUTLET PIT — HEADWALL PIT 2A
300 UPVC | DETENTION 300 UPVC PIPE 2250 UPVC PIPE 2250 UPVC PIPE 300 UPVC | DETENTION 300# UPVC PIPE 225 UPVC PIPE 2250 UPVC PIPE
TANK TANK
BASIN 1 BASIN 1 BASIN 2
i po tI 1# a
Pr ro |
LL
DATUM RL 70.00 DATUM RL 70.00
3 8
ead 8 2 2 =e 8 8 ea 8 g 2 = gz 8B
Bq = = = 3 = = aa = = = 3 = =
Sea a a <i 3 s = Sea a a < s 3 2
= 7000 18500 22100 14150 = 7000 18500 14100 16700
S S
SCALE : 1 IN 250 HORIZONTALLY SCALE : 1 IN 250 HORIZONTALLY
1 IN 125 VERTICALLY 1 IN 125 VERTICALLY
900 x 900 OVERFLOW PIT oveetow Pr
"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 ——————>f VOLUME OF STORMWATER THAT IS [- CARPARK SLAB 74.80 (VARIES)
STONE CLADDING TO 4 CAPTURED AND TREATED. CONCRETE HEADWALL =——
BLOCK WALL WHERE EXPOSED LL ——— DRIVEWAY SLAB
— TOP OF WALL RL 7440 0S se U 200 SERIES BLOCKWORK
Bi RETAINING WALL AS PER DETAILS
8 HY 2256 SW UPVC PIPE
NATURAL GROUND SURFAGE RL 7360 ‘. \I-s-+ [
NUT VERT RL 73200 WwW Wij) — iW H a LET INVERT 73.20. ,
TREATED FLOWS AND qT a sg cg Sf.
_QUILET PIT L726 overruows a <=> 4S) Tete Te? | Tee ee ee re SV] SCst~CSst~CstCtC T= K—— aie crud cores
RECEIVING WATERS. 2 BASE GRADES @ 0. N -
: UNDER-DRAINS g 5
CLEANOUT RISER
——— SLOTTED RIGID PIPE ‘ 2100 MAX.
FILTER CLOTH UNER DRANAGE LAYER (FINE AGGREGATE) @ 015% SLOPE. SNR. PR OEANOUTY BIO. RETENTION N16 @ 200
TRANSITION LAYER (COARSE SAND) . FILTER MEDIA
FILTER MEDIA (SANDY LOAM) Z N16 @ 400
ORTHOPHOSPHATE CONTENT < 60mg/kg g
SCALE 1:50
N16 @ 200 STARTERS
600 LAP
OVERFLOW PIT pore
900 x 900 OVERFLOW PIT FUNCTIONAL VEGETATION SUPPORT NUTRIENT
[BOVE-DESKN FLOWS SPILL REMOVAL AND MAINTAINS POROSITY OF SOIL. | | LI17M300 TOP & BTM
: EXTENDED DETENTION — "
DESIGN FLOWS POND IN EXTENDED CONCRETE HEADWALL ~=—— STONE CLADDING TO 70 | | R6 LIGS @ 1000 CRS.
f DETENTION ZONE INCREASING BLOCK WALL WHERE EXPOSED | |
FENCE. > VOLUME OF STORMWATER THAT IS
B CAPTURED AND TREATED. p
WALKWAY SLAB a) H CARPARK SLAB 74.80 (VARIES)
200 SERIES BLOCKWORK | rT | IF 450
RETAINING WALL AS PER MN lf 2250 SW UPVC PIPE —_
DETALS J WA ST NETINERT AL 74.20
OUTLET PIT IL 73.60 ORNOWE | 7) FT Tee ee er eT IS “ts
— OUTLET PIT IL 73 60 ___ OVERFLOWS T0.__»_S ANE Gp HTT TTT DUST TTT) oe  L
RECEIVING WATERS, ; BASE [email protected]% TOWARDS PIT ‘ S BIO RETENTION BASIN RETAINING WALL DETAIL
UNDER DRAINS CLEANOUT RISER S
FILTER CLOTH LINER |_DRAINAGE LAYER (FINE AGGREGATE) aoe Ore PIPE UNSLOTTED STANDPIPE FOR
. . DRAINAGE PIPE. CLEANOUT.
TRANSITION LAYER (COARSE SAND)
FILTER MEDIA (SANDY LOAM)
ORTHOPHOSPHATE CONTENT < 60mg/kg
SCALE 1:50
APPROVED SCALE AS SHOWN | JOB DESCRIPTION DRAWING TITLE
a NEIL McKENZIE & ASSOCIATES PTY. LTD. DRAWN 1 NOOSA YOUNGCARE STORMWATER DRAINAGE
5 noa2 | aL CONSULTING ENGINEERS CHECKED NM 32 VIEWLAND DRIVE LINE 1 & LINE 2 LONG SECTION
2 20a21 | db VIEWS, REE 2087, NPER 3 14/699a SANDGATE ROAD DESIGNED NM NOOSA HEADS
1 1409.21 | db ——————— CLAYFIELD, QLD 4011 APPROVED NN CLIENT 6
THIS DRAWING REMAINS THE PROPERTY OF PHONE: (07) 3862 1886 DRAWIN' REVISION
vo | RAWSON ome | Dwy | NEIL McKENZIE & ASSOCIATES (@) Copyright Pa yy Seon 1587 ONE ART DELUCA DEVELOPMENT & CONSTRUCTION NUMBER Q20-004-C01.1 NuMBER