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MCU14/0056 - Attachment G - Engineering Report & Stormwater Management Plan
Plans and drawings
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EXISTING PROPERTY BOUNDARY
EXISTING CONTOUR - MAJOR
EXISTING CONTOUR - MINOR
EXISTING BUILDING
T
W
T
ABANDON EXISTING SERVICE
EXISTING ROAD CROWN
W
EXISTING EDGE OF BITUMEN
EXISTING KERB AND CHANNEL
T
SW
EXISTING STORMWATER DRAINAGE
EXISTING STORMWATER TABLE DRAIN
W
T
EXISTING SEWER
N EXISTING WATER
T
N
EXISTING RETAINING WALL
N EXISTING FENCE - TYPE 1
SW
W
EXISTING ELECTRICAL
W
T
W EXISTING ELECTRICAL UNDERGROUND
EXISTING ELECTRICAL OVERHEAD
T
EXISTING COMMUNICATIONS
N
W
W T
N PROPERTY BOUNDARY
EASEMENT BOUNDARY
W
CONTOUR - MAJOR
T
1.00
W
BUILDING
T
T
W
ROAD CONTROL LINE
N
W N ROAD CROWN
EDGE OF BITUMEN
KERB
W
T
T
W
W
KERB AND CHANNEL
N CONCRETE FOOTPATH
N
STORMWATER DRAINAGE
T
RL111.5 ROOFWATER DRAINAGE
T
STORMWATER TABLE DRAIN
W
T
SEWER
SEWER RISING MAIN
W
N
RL111.5
T
WATER
T
RETAINING WALL
FH EARTHWORKS TOP OF BATTER
W
EARTHWORKS BOTTOM OF BATTER
T
SW
W
SEDIMENT FENCE
T
N
SEDIMENT CATCH DRAIN - DIRTY
T
WARNING! POSSIBLE OPTIC FIBRE SEDIMENT CATCH DRAIN - CLEAN
CABLE TO BE CONFIRMED ON SITE
PRIOR TO CONSTRUCTION
W
W
W
T
T
RL112.0
SW
T
N
RL111.5 WATER RETICULATION FOR FIRE
FIGHTING PURPOSES
RL112.3
NE
W
LA
G
T
TIN ANE
W
S
W
I
NE
T
EX L
T
m RN LA
3.5 TU GH
m OU
3.5 R
RL111.2 TH
m
W
3.5
T
RL112.8
N
RL112.3
T
RL111.8
W
N
RL112.4
W
T
B
W
STORE P005
T
INSTALL ENVIROPOD BASKET OR RL112.1
T
SIMILARLY APPROVED IN ALL FFL112.5
STORMWATER INLETS. TYPICAL
N
W
W
PROPOSED ROAD WIDENING
T
RL110.8
W
FH
RL115.7
RL114.5 REMOVE EXISTING HEADWALL AND
T
ACCESS RAMP 1:6 MAXIMUM RL112.3
CONSTRUCT MANHOLE
FH
FFL112.0
N
CONCRETE CROSSOVER TO DETAIL
W
T
W
W
T
DWG No. 13005 AND IPWEAQ STD
DWG No. R-0051. FIRE HYDRANT BOOSTER CABINET
CONCRETE PLINTH
T
RL109.5
WATER METER ASSEMBLY AND
SERVICE STATION CONNECTION TO EXISTING WATER
W
T
SW
N
MAIN
W
T
SPEL PURACEPTOR SEWER PUMP STATION
T
RL110.0 RL107.5
1 A
W
RL112.3 NE
RL113.3
FUEL DISPENSING
RL109.0
A D P005 G
LA
NE
W
AREA DRAINAGE
TIN
RO
LA
T
IS
AD 2
EX GH
N
E
E m OU AN
T 3.5 R L
T
T
TH URN
I VA 3.5
m T
TE RO
m
PR
3 . 5
W
W
RL113.3 SEWER CONNECTION
T
FH
W
FOR SERVICE STATION
N
PRIVA
T
W
FH
T
W
RL111.0
W
N
PRECAST CONCRETE
HEADWALL AND ROCK
W
T
SCOUR PROTECTION
RL116.5
W
N
SERVICE STATION
EU
W
BIORETENTION BASIN
T
T
RL115.5
.5
FOR CONTINUATION REFER TO DWG No. 14012-P004
12
LAYOUT PLAN
L1
FF
SCALE 1:500
CLIENT: SCALE: AS SHOWN DRAWN: AvT PROJECT: JOB No.:
PROPOSED MIXED USE DEVELOPMENT
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 5 10 20 25 THE PROPERTY OF vT CONSULTING ENGINEERS. THIS
PRELIMINARY SERVICES
A: PO Box 26, Carina QLD 4152
A
DOCUMENT MAY ONLY BE USED FOR THE PURPOSE
A 23.05.14 ORIGINAL ISSUE AvT AvT E: [email protected]
FOR WHICH IT WAS COMMISSIONED AND IN
ACCORDANCE WITH THE TERMS OF ENGAGEMENT. KHUZAINI SANI P003
SCALE 1:500
REV. DATE: AMENDMENT: BY: APP: W: vtce.com.au UNAUTHORISED USE OF THIS DOCUMENT IN ANY
RPEQ: 10697 DATE: 23.05.14 LAYOUT PLAN - SHEET 1 NOT FOR CONSTRUCTION
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