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MCU14/0056 - Attachment G - Engineering Report & Stormwater Management Plan
Plans and drawings
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Log in to see the plans as drawn 500mm SQUARE LIGHT DUTY DROP IN LANDSCAPING TO
DETENTION
EXTENDED
GRATED LID AND PRECAST CONCRETE LANDSCAPE ARCHITECT
0.30
CAP INSPECTION OPENING SURROUND. FINISHED SURFACE LEVEL DETAILS
APPROX. 50mm ABOVE TO MATCH PAVEMENT
BIORETENTION SURFACE FINISHED
SURFACE LEVEL
FILTER MEDIUM TO
BIORETENTION DETAIL
SUB SOIL DRAINAGE CLEAN OUT
uPVC PIPE AND CONNECTORS.
CLEAN OUTS AT ENDS OF SUB
SOIL DRAINAGE LINES AT AT
0.60
30m CENTERS PRECAST CONCRETE PIT SANDY LOAM
0.10
END CAP
COARSE SAND
'Y' BRANCH
0.20
SLOTTED SUB SOIL DRAINAGE GRANULAR BACKFILL
BIORETENTION CLEAN OUT (CO) DETAIL
SCALE 1:20 HDPE IMPERMEABLE SLOTTED uPVC SUBSOIL DRAIN
LINER TO BASE AND AT 1.5m CENTERS. REFER TO
SIDES FALL PLAN FOR SIZE
0.80
OUTLET PIPE. REFER CONCRETE BASE.
TO PLAN FOR DETAILS MINIMUM 150mm THICK
BIORETENTION CELL INLET DETAIL
INFORMATION BIORETENTION MEDIUM
THIS BIORETENTION BASIN HAS BEEN SANDY LOAM 0.45mm - 0.5mm ORGANIC: 5 - 10%
0.50
DESIGNED TO CAPTURE AND TREAT RUNOFF ACIDITY: pH 6.0 - 8.0
FROM THE SITE THEREBY REDUCING THE HYDRAULIC CONDUCTIVITY: 180mm/hr
NEGATIVE IMPACTS OF THIS RUNOFF AND COURSE SAND 1.0mm TYPICAL 1.4mm: 100%
PROTECTING THE HEALTH OF THE AQUATIC 1.0mm: 80%
WATER SYSTEM 0.7mm: 44%
0.5mm: 8.4%
PROVIDE 1No. SIGN PER BIORETENTION BASIN c/w POST GRANULAR BACKFLL 5mm - 10mm
BIORETENTION SIGN BIORETENTION DETAIL
NOT TO SCALE SCALE 1:20
VERGE WIDTH VARIES 3.50 3.50 3.50 EXISTING 1.00 EXISTING
BDY
THROUGH LANE TURN LANE THROUGH LANE SHOULDER
EXISTING PAVEMENT
BDY
KERB LINE
BARRIER KERB AND
CHANNEL
NSL
SUBSOIL DRAINAGE PROPOSED PAVEMENT SAW CUT AND JOIN EXISTING PAVEMENT
NEATLY TO EXISTING
B TYPICAL SECTION
P003 SCALE 1:100
VERGE WIDTH VARIES 3.50 3.50 PAINTED MEDIAN 3.50 EXISTING 1.00 EXISTING
BDY
TURN LANE THROUGH LANE WIDTH VARIES THROUGH LANE SHOULDER
EXISTING PAVEMENT
BDY
KERB LINE
BARRIER KERB AND
CHANNEL
NSL
SUBSOIL DRAINAGE PROPOSED PAVEMENT SAW CUT AND JOIN EXISTING PAVEMENT
NEATLY TO EXISTING
A TYPICAL SECTION
P003 SCALE 1:100
CLIENT: SCALE: AS SHOWN DRAWN: AvT PROJECT: JOB No.:
0 0.2 0.4 0.6 0.8 1.0
PROPOSED MIXED USE DEVELOPMENT
SCALE 1:20
SHEET SIZE: A1 DESIGN: AvT
CNR. MYALL ST & FERRELLS RD COOROY QLD
14012
DATUM: AHD CHECKED: AvT
COPYRIGHT: THIS DOCUMENT IS AND SHALL REMAIN APPROVED: DRAWING TITLE: DRAWING No.: REV.:
0 0.5 1.0 2.0 2.5 THE PROPERTY OF vT CONSULTING ENGINEERS. THIS
PRELIMINARY DETAILS
A: PO Box 26, Carina QLD 4152
A
DOCUMENT MAY ONLY BE USED FOR THE PURPOSE
SCALE 1:50
A 23.05.14 ORIGINAL ISSUE AvT AvT E: [email protected]
W: vtce.com.au
FOR WHICH IT WAS COMMISSIONED AND IN
ACCORDANCE WITH THE TERMS OF ENGAGEMENT.
UNAUTHORISED USE OF THIS DOCUMENT IN ANY
KHUZAINI SANI P005
REV. DATE: AMENDMENT: BY: APP: RPEQ: 10697 DATE: 23.05.14 NOT FOR CONSTRUCTION
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