Original source · versioned page text
Attach G- Engineering Report
Attached to the e-mail MCU16/0012 - 5 Garnet Street Cooroy.
Original PDF page 22, section 1. The text section number identifies this passage in the reader.
PROPERTY DESCRIPTION:
SITE ADDRESS: 3 GARNET STREET
COOROY QLD 4563
PROPERTY DESCRIPTION: LOT 14 RP845961
PARISH OF TEWANTIN
COUNTY OF MARCH
PROPERTY DETAILS: FREEHOLD TITLE
LEGEND
EXISTING PROPERTY BOUNDARY
EXISTING EASEMENT BOUNDARY
EXISTING CONTOUR - MAJOR
EXISTING STORMWATER MANHOLE EXISTING CONTOUR - MINOR
UIL 110.00
EXISTING BUILDING
DIL 109.80
PIPE SIZE AND INVERT LEVELS TO BE EXISTING KERB AND CHANNEL
CONFIRMED PRIOR TO DETAILED DESIGN. STORMWATER CHAMBER WITH SW360 STORM SW EXISTING STORMWATER DRAINAGE
DEMOLISH AND REMOVE EXISTING KERB INLET PITS FILTERS SIZED TO SUIT DEVELOPMENT S EXISTING SEWER
I
I
AND CONSTRUCT ROCLA KERB INLET SYSTEM WITH SW HD
DELIVERY AREA PAVEMENT TO EXISTING HOUSE DRAINAGE
EXTEND TO BACK OF EXISTING KERB W EXISTING WATER
STORMWATER TO SURCHARGE FROM PIT DURING
E EXISTING ELECTRICAL
MAJOR STORM EVENT
T EXISTING COMMUNICATIONS
I
I
X X X X X X X X ABANDON EXISTING SERVICE
PROPERTY BOUNDARY
I
I
EASEMENT BOUNDARY
X
UIL 110.60
IL 110.41 DIL 110.45 BUILDING
X
IL 110.22
LOADING DOCK
I
RETAINING WALL TO BRIDGE OVER KERB
RL111.50 LOT 1
X
I
SEWER AND STORMWATER PIPES KERB AND CHANNEL
RP1866
X
RTW RTW RTW RTW RTW RTW RTW CONCRETE FOOTPATH
STORMWATER DRAINAGE
X
RTW
MANHOLE
SW
RAMP TO BASEMENT CAR PARK RL113.00 RW RW ROOFWATER DRAINAGE
X
600SQ.
I
G.PIT RL112.85 S S SEWER
I
X
HD HD HOUSE DRAINAGE
IL 110.90
X
RL112.68 CW CW WATER SUPPLY
STORMWATER PUMP WELL
I
X
I I I
SW
TO HYDRAULIC ENGINEERS SEDIMENT FENCE
I
I
X
DETAILS STORMWATER RISING MAIN RTW RETAINING WALL
TO HYDRAULIC ENGINEERS
XSW X
GRATED TRENCH DRAIN AT FENCE - TYPE 1
II
II
I
DETAILS
ENTRANCE TO BASEMENT EXISTING SURFACE LEVEL
TO DRAIN TO STORMWATER
RL1.234
X
PROPOSED SURFACE LEVEL
PUMP WELL LOT 2
X
RP1866
SW
I
X
RL113.80 NOTE:
RL113.02
X SWX
1. PAVEMENT LEVELS AND STORMWATER DRAINAGE INVERT
600SQ.
EMT B RP845961
I LEVELS ARE INDICATIVE ONLY. TO BE CONFIRMED DURING
G.PIT
X
DETAILED DESIGN.
LOT 14
X
LOT 55
X
C5602 RP845961
I
LINE OF BASEMENT WALL
X
SW
X
I
BUILDING 600SQ. GULLY PIT WITH HEAVY DUTY
X
TRAFFICABLE CLASS D LID, c/w
FFL 114.00
X
ENVIROPOD BASKET INSTALLED TO
MANUFACTURERS SPECIFICATIONS.
X
I
TYPICAL
CONCRETE FOOTPATH
X
RL113.25
I
ABANDONED AND REMOVED.
X
STORMWATER TO BE DIVERTED
X
AROUND BASEMENT AS SHOWN.
XSWX
RL113.80 I
EXISTING SEWER TO BE LOT 2
PROTECTED DURING
RP108610
X
CONSTRUCTION
I
X
IL 112.52
X
MANHOLE
I
X
I
SW
I RL113.90
X
I
I
X
2.56
I
X
IL 11
I
X
I
X
I
I RL115.10
SW
X
I
I
I
I
I
XX
X X
1.2m WIDE CONCRETE
EXISTING RAISED FIRE HYDRANT
FOOTPATH
XSWX
2.71
TO BE REMOVED AND REPLACED
IL 11
WITH IN-GROUND HYDRANT CLEAR
OF NEW CONCRETE CROSSOVER
X
W W W W W W IL 112.95 W W IL 112.76
W W W W W W W W W W W
CONCRETE CROSSOVER TO IPWEAQ
STD DWG No. RS-051
2No. SAG GULLY LIP IN LINE
ROADWAY PIT AND LINTEL
CHAMBER (OR APPROVED EQUIV.)
SW
LAYOUT PLAN
SCALE 1:200
CLIENT: SCALE: AS SHOWN DRAWN: MD PROJECT: JOB No.:
E: [email protected]
PROPOSED SUPERMARKET DEVELOPMENT
15087
A: PO Box 26, Carina
SHEET SIZE: A1 DESIGN: MD
Ph: (07) 3172 8334
3 GARNET STREET, COOROY QLD 4563
PLOTTED: 05.02.2016
W: vtce.com.au
DATUM: AHD CHECKED: AvT
P. ZIPF
QLD 4152
COPYRIGHT: THIS DOCUMENT IS AND SHALL REMAIN APPROVED: DRAWING TITLE: DRAWING No.: REV.:
0 2 4 6 8 10 THE PROPERTY OF vT CONSULTING ENGINEERS. THIS
PRELIMINARY STORMWATER DRAINAGE
A
DOCUMENT MAY ONLY BE USED FOR THE PURPOSE
SCALE 1:200
A 05.02.16 ORIGINAL ISSUE MD AvT FOR WHICH IT WAS COMMISSIONED AND IN
ACCORDANCE WITH THE TERMS OF ENGAGEMENT.
UNAUTHORISED USE OF THIS DOCUMENT IN ANY
LAYOUT PLAN AND DETAILS
P002
REV. DATE: AMENDMENT: BY: APP: NOT FOR CONSTRUCTION
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