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Attachment 1 - Stormwater Management Plan
Plans and drawings
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MCU
3 LOW FLOW JUNCTION WITH SCREW CAP DETAIL RAINWATER REUSE / ATTENUATION TANK DETAIL
ISSUE
SW
3.2
ORIFICE PLATE DISK 100Ø HIGH FLOW ROOF DOWNPIPE CONNECTION TO
WITH 35mm ORIFICE OUTLET HYDRAULIC ENGINEERS SPECIFICATIONS
3.2
HIGH FLOW TANK
SW SW OUTLET D DRAINAGE PIPE
WALL
SW
RETENTION LEVEL 3,000L SLIMLINE RAINWATER TANK
3 SCREW ON
ACCESS CAP
ATTENUATION
VOLUME 1.5KL
DRAINAGE PIT
D
REVISED
DWAY EXTENT 2.8 OUTLET TO
SUBMITTED DWAY
DRAINAGE
SUBMITTED DWAY EXTENT SUBMITTED DWAY
D
EXTENTS EXTENTS
SUBMITTED
DWAY
EXTENTS NETWORK ORIFICE DISK TO BE GLUED
GRATED TRENCH
REVISED
REVISED
3.2 DWAY EXTENT
D REVISED
DWAY EXTENT
DWAY EXTENT RAINWATER REUSE
INSIDE JUNCTION. uPVC VOLUME 1.5KL
DRAIN
D
OUTLET FROM TANK TO BUTT
MØ C
C
D
SN MMØ
3 2.6 UP AGAINST ORIFICE DISK
0M uPV
PV
0
D
1 8
8u
D
INLET PIT WITH CLASS B TURFED BUFFER ZONE
SN
0
2.8 NOTE: TANKS TO BE PLUMBED FOR INTERNAL
10
GRATED LID. PROVIDE
D
RE-USE IN LAUNDRIES AND TOILETS
D
OCEANGUARD LITTER D
BASKET OR APPROVED 2.4 DETAIL A - RAINWATER RE-USE / ATTENUATION TANK DETAILS
D
D
EQUIVALENT. 2.6
RAINWATER TANK
100MMØ
D
D
SN8 uPVC 8 uPDVC
100MDMØ SN
D
@ MIN 0.5%
D
D
D
@ M IN 0. 5% HEADWALL WITH
D
2.4
D
APRON
D
D
2.2
D
D
6
D
D
RP73672
2
D
2
D
D
1.8
D
D
S
D
150M
SN8 uPVC
D
S
D
MØD
1.6 S
150M D
uPVC SN8
D
3 S
D
MØD
T16337
D
PROVIDE 3kL SLIMLINE RAINWATER S
REUSE / ATTENUATION TANK PER
DWELLING AS PER DETAIL A. 1.4
D
S
D
1.8
D
S
D
1.6
D
S
D
1.2
S
D
D
ENDWALL WITH ROCK S
D
D
APRON FOR SCOUR
PROTECTION. 1
S
D
S 08/11/21 REVISED FOR RFI - BRP
D
23/08/21 ISSUED FOR MCU - BRP
1.4
S DATE REVISION MARK CHK
D
PROJECT ENGINEER
S
D
1.2 0.8
S
D
0.75
1.02
SEWER MANHOLE S
0.78
IO
S E [email protected]
S 0.82 A 37 MARY ST NOOSAVILLE, QLD
S S DRAINAGE NOTES P +61 7 5211 1003
1. BUILDING AND ROOF DRAINAGE TO BE DESIGNED BY SUITABLY QUALIFIED HYDRAULIC ENGINEER. CLIENT
S S 2. INTERNAL STORMWATER DRAINAGE PIPES TO SITE SHALL BE MINIMUM SN8 CLASS uPVC OR PP
0.66 WITH MINIMUM 0.5% GRADE. ROWAN ANDERSON
1
S 3. ALL STORMWATER GRATES/LIDS WITHIN TRAFFICABLE AREAS TO BE MINIMUM CLASS "B" IN
S PROJECT
ACCORDANCE WITH AS3996.
4. OCEAN GUARD LITTER BASKET OR APPROVED EQUIVALENT TO BE PROVIDED AND INSTALLED IN 53 - 55 DOONELLA STREET
S S ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS.
0.80
5. RAINWATER TANKS TO BE PLUMBED FOR INTERNAL REUSE TO LAUNDRY AND TOILET FITTINGS. TEWANTIN
6. ALL GRATES AND LIDS SHALL SIT FLAT WITH ITS SURROUND AND NOT BE LOOSE OR MOVE UNDER
S S
PROVIDE TURFED WHEEL LOADS.
0.8 TITLE
BUFFER ZONE AT 0.71 7. ALL STORMWATER STRUCTURES TO BE CONSTRUCTED IN ACCORDANCE WITH PROJECT
S SPECIFICATION, AND LOCAL AUTHORITY GUIDELINES AND SPECIFICATIONS.
OUTLET. GRADE S 0.81
8. THE LOCATION OF ALL SERVICES MUST BE CONFIRMED ON SITE PRIOR TO WORKS COMMENCING STORMWATER DRAINAGE
AKE
LOCALLY TO FORM AND THE ENGINEER SHALL BE ADVISED OF ANY CONFLICTS AS SOON AS POSSIBLE. PLAN
L
DRAINAGE PATH S S 9. LANDSCAPED AND VEGETATED AREAS TO BE GRADED LOCALLY LOCALLY TOWARDS DRAINAGE.
LA
NEL
0.68
S S
DOO
PROJECT NO. DRAWING NO. STATUS
S S 20210038 C10 MCU
0.71
DRAWN DESIGNED SCALE ISSUE
S S
BRP BRP NTS B
S S
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