Original source · versioned page text
Stormwater Management Plan
Attached to the e-mail Response to Info Request (Stormwater Managerment plan) - MCU18/0097.
Plans and drawings: the text below has words only, no drawings.
Very large file (13.4 MB): may take a few minutes to open.
Original PDF page 34, section 1. The text section number identifies this passage in the reader.
NOTE:
FOR STORMWATER DETENTION AND BIORETENTION DETAILS
REFER P010
LEGEND
N
STORMWATER CATCHMENT BOUNDARY
A STORMWATER CATCHMENT I.D.
PROPOSED 100m² STORMWATER LPOD LAWFUL POINT OF DISCHARGE
DETENTION OVER BIORETENTION FLOW ARROW
BASIN. TOTAL VOLUME 126m³
EUMU PROPOSED STORMWATER DRAINAGE
A SUBSOIL DRAIN FROM PERMEABLE NDI N
OOSA PROPOSED EDGE RESTRAINT ERZ IN
CONNECT TO EXISTING P010 PAVING TO OUTLET INTO GULLY PIT ROAD ER ACCORDANCE WITH IPWEA STD DRG RS-080.
GULLY PIT CONCRETE EDGE RESTRAINT TO BE USED
ON ALL TRAFFIC ISLANDS
PROPOSED 20m² PROPOSED BARRIER KERB & CHANNEL
BIORETENTION BASIN 1 B1 TYPE 'B1' (450 CHANNEL)
CONNECT TO REFER IPWEA STD. DRG. NO. RS-080
EXISTING GULLY PIT
PROPOSED KERB IN-LINE GULLY PIT
WITH 2.4m LINTEL
EXISTING SURFACE CONTOURS
B1
EXISTING STORMWATER PIPE
EXISTING TELSTRA
B1 KERB GULLY PIT
PERMEABLE 150m² PERMEABLE 69m² EXISTING WATER MAIN
WITH 2.4m LINTEL
ER
PAVEMENT 2 PAVEMENT 1
EXISTING OVERHEAD ELECTRICAL
EXISTING SEWER MAIN
CONCRETE KERB B1 IN
ACCORDANCE WITH IPWEA
ER
ER
ER ER ER ER PROPOSED TREES
STD DRG RS-080
ER ER ER ER TREES TO REMAIN
WALTER HAY
PERMEABLE PAVEMENT
DRIVE
LOT 30
B A2 A1
B SP170751
P010
STORMWATER CATCHMENT
B1 ER ER TABLE
STORMWATER
ER
SUBSOIL DRAINS FROM AREA (m²)
PERMEABLE PAVEMENT TO OUTLET CATCHMENT I.D.
ER
INTO BIO RETENTION BASIN A1 2136
ER
A2 1441
C
100mm HIGH WEIR B 1440
CONNECT TO ER EXT C 449
EXISTING GULLY PIT ER
PROPOSED PIT TO
CAPTURE EXTERNAL
FLOWS
ER
PROPOSED 4m²
BIORETENTION BASIN 2
EGRESS
LOT 1
SP228052 1:250 AT A1 0 5 10 15 20m
1:500 AT A3
REPORT ISSUE
NOT FOR CONSTRUCTION
CONTRACTOR TO CONFIRM AND
LOCATE ALL EXISTING SERVICES PRIOR
TO COMMENCEMENT OF WORKS
Rev. Date Revision Details Drn App.
Builders Name Client Name Project Details Drawing Title: Drawn Signed Date Scale: Sheet Size
A1
DKC Project Number
Odyssey Consulting Group Designed Signed Date
K4277
Structural and Civil Engineers
PROPOSED CAR PARK
GOOD SHEPHERD STORMWATER AJP
115 EUMUNDI ROAD
Odyssey Consulting Group ABN 81 246 994 126 Telephone: +61 7 5575 7744
LUTHERAN COLLEGE MANAGEMENT PLAN
Checked Signed Date
D 05-11-18 ISSUED FOR REPORT SS AJP
Suit 5 Corporate House
155 Varsity Parade Varsity Lakes Q 4227
PO Box 4579 Robina Town Centre
Facsimile: +61 7 5641 7992
w:odcconsulting.com.au
Email: [email protected]
NOOSAVILLE
C 19-10-18 ISSUED FOR REPORT MGD AP Drawing No. Rev.
Queensland Australia 4230
Approved Signed Date
B 18-10-18 ISSUED FOR REPORT MGD AP
A 14-03-18 ISSUED FOR REPORT DKC AT
P007 D
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 a few minutes. On mobile data, it is best to wait for Wi-Fi.