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MCU16/0012 Attach B Engineering report & SMP
Original PDF page 21, section 1. The text section number identifies this passage in the reader.
KERB LINE
6.12 2.00 0.73 PROPERTY DESCRIPTION:
FOOTPATH
1.20 1.00 SITE ADDRESS: 3 GARNET STREET
180mm THICK SLAB AND SL72 MESH.
REFER TO IPWEA STD DWG No. COOROY QLD 4563
RP BDY
SAW CUT AND REMOVE
EXISTING KERB AND JOIN RS-051 FOR NOTES AND DETAILS PROPERTY DESCRIPTION: LOT 14 RP845961
NEATLY TO EXISTING PARISH OF TEWANTIN
ROAD COUNTY OF MARCH
2% FALL ACROSS
FOOTPATH PROPERTY DETAILS: FREEHOLD TITLE
EXISTING KERB AND
CHANNEL
LEGEND
A SECTION EXISTING PROPERTY BOUNDARY
- SCALE 1:20 EXISTING EASEMENT BOUNDARY
EXISTING CONTOUR - MAJOR
EXISTING CONTOUR - MINOR
EXISTING BUILDING
EXISTING STORMWATER MANHOLE EXISTING KERB AND CHANNEL
SW EXISTING STORMWATER DRAINAGE
UIL 109.93 S EXISTING SEWER
PIPE SIZE AND INVERT LEVELS TO BE
DIL 109.81 HD
CONFIRMED PRIOR TO DETAILED DESIGN. EXISTING HOUSE DRAINAGE
W EXISTING WATER
DEMOLISH AND REMOVE EXISTING KERB INLET PITS AND STORMWATER CHAMBER WITH SW360 STORM
FILTERS SIZED TO SUIT DEVELOPMENT I E EXISTING ELECTRICAL
I
CHAMBER (OR APPROVED EQUIV.). STORMWATER TO SW T EXISTING COMMUNICATIONS
SURCHARGE FROM PIT DURING MAJOR STORM EVENT DELIVERY AREA PAVEMENT TO
EXTEND TO BACK OF EXISTING KERB
X X X X X X X X ABANDON EXISTING SERVICE
PROPERTY BOUNDARY
EASEMENT BOUNDARY
I BUILDING
I
I KERB
KERB AND CHANNEL
I
X
CONCRETE FOOTPATH
IL 110.27 IL 110.41
1.50 EASEMENT
1.50 EASEMENT
X
STORMWATER DRAINAGE
I
UIL 110.60
DIL 110.45 LOT 1 RW RW ROOFWATER DRAINAGE
X
RL111.50
I
BASEMENT DRAINAGE TO REFER NOTE 2 RP1866 S S SEWER
X
GRAVITY FEED INTO RTW RTW RTW RTW RTW RTW RTW HD HD HOUSE DRAINAGE
X
WIMMERS LANE GULLY PIT
CW CW WATER SUPPLY
SW
I c/w NON-RETURN VALVE RL113.80 MANHOLE
X
600SQ. RL113.50 I I I
RAMP TO BASEMENT CAR PARK SEDIMENT FENCE
I
I
G.PIT
I
X
RTW
600SQ. GULLY PIT WITH RTW RETAINING WALL
IL 110.90
X
I HEAVY DUTY TRAFFICABLE RL113.40 II FENCE - TYPE 1
II
CLASS D LID. SL111.40
X
EXISTING SURFACE LEVEL
SW
X
RL1.234 PROPOSED SURFACE LEVEL
XSW X
GRATED TRENCH DRAIN AT
I
RTW
ENTRANCE TO BASEMENT
RL113.65
NOTES:
X
LOT 2 1. PAVEMENT LEVELS AND STORMWATER DRAINAGE INVERT
X
RP1866 LEVELS ARE INDICATIVE ONLY. TO BE CONFIRMED DURING
SW
I
X
RL114.10 DETAILED DESIGN.
RL113.53
X SWX
RTW
2. RETAINING WALL TO BRIDGE OVER SEWER AND
600SQ. STORMWATER PIPES.
EMT B RP845961
I G.PIT
X
RETAINING WALL ALONG BOUNDARY.
LOT 14 MAX HEIGHT 750mm
X
LOT 55
X
C5602 RP845961
I
RTW
LINE OF BASEMENT WALL
X
SW
X
I
BUILDING
X
600SQ. GULLY PIT WITH HEAVY DUTY
FFL 114.30
X
TRAFFICABLE CLASS D LID, c/w
X
RTWI
ENVIROPOD BASKET INSTALLED TO
MANUFACTURERS SPECIFICATIONS.
CONCRETE FOOTPATH TYPICAL
X
RL113.70
I
ABANDONED AND REMOVED.
X
STORMWATER TO BE DIVERTED RL113.85
X
AROUND BASEMENT AS SHOWN. MIN 1:100.
RTW
XSWX
RL114.10 I
EXISTING SEWER TO BE LOT 2
IL 112.52
PROTECTED DURING
RP108610
X
CONSTRUCTION
I
X
450SQ. PIT
RTW
X
MANHOLE
I
X
SUSPENDED IN BASEMENT I
SW
I RL113.90
X
GRATED TRENCH DRAIN
I
I
X
I A
-
X
2.56
I
X
IL 11
I
SAWCUT AND JOIN
X
NEATLY TO EXISTING I RL114.15
RL114.50 I RL114.60
SW
X
I
I
I
I
I
XX
X X
2.0m WIDE CONCRETE
EXISTING RAISED FIRE HYDRANT
FOOTPATH
XSWX
2.71
CHAMBER (OR APPROVED EQUIV.) TO BE REMOVED AND REPLACED
IL 11
WITH IN-GROUND HYDRANT CLEAR
OF NEW CONCRETE CROSSOVER
X
W W W W W W W IL 1 W W IL 112.76 W W W W W W W W W
12.9 W
0
CONCRETE CROSSOVER TO IPWEAQ
IL 112.78 STD DWG No. RS-051
3No. SAG GULLY LIP IN LINE SW PIPE DIVERSION TO HELP
IL 11
ROADWAY PIT AND LINTEL PROTECT VERGE TREE 2.82
MANHOLE IN ACCORDANCE
SW
WITH COUNCIL STANDARDS
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
0 0.2 0.4 0.6 0.8 1.0 SHEET SIZE: A1
E 27.06.16 MINOR AMENDMENTS MD AvT
DESIGN: MD
Ph: (07) 3172 8334
3 GARNET STREET, COOROY QLD 4563
PLOTTED: 27.06.2016
W: vtce.com.au
SCALE 1:20 D 24.06.16 UPDATED SITE LEVELS AND STORMWATER MD AvT DATUM: AHD CHECKED: AvT
P. ZIPF
QLD 4152
C 09.06.16 MINOR AMENDMENTS MD AvT COPYRIGHT: THIS DOCUMENT IS AND SHALL REMAIN DRAWING TITLE: DRAWING No.: REV.:
APPROVED:
0 2 4 6 8 10 B 25.05.16 MINOR AMENDMENTS MD AvT
THE PROPERTY OF vT CONSULTING ENGINEERS. THIS
PRELIMINARY STORMWATER DRAINAGE
E
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. P002
REV. DATE: AMENDMENT: BY: APP:
UNAUTHORISED USE OF THIS DOCUMENT IN ANY
LAYOUT PLAN AND DETAILS NOT FOR CONSTRUCTION
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