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Appendix 2 - Engineering Drawings ISSUE A
SW
SERVICES NOTE:
LEGEND N 1. EXISTING SEWER CONNECTION TO BE USED FOR NEW DEVELOPMENT
W
2. EXISTING WATER METER TO BE REMOVED AND NEW METER ASSEMBLY
SW
INSTALLED IN ACCORDANCE WITH UNITYWATER PRIVATE WORKS APPLICATION
T
PROPOSED BUILDING: 50.3m2 (EA) 3. ELECTRICAL AND TELECOMMUNICATIONS CONNECTIONS TO AUTHORITIES EXISTING MATURE STREET TREES
W E STANDARDS TO BE RETAINED AND PROTECTED
SW
AT ALL TIMES DURING WORKS
PROPOSED DRIVEWAYS AND PATHS STORMWATER NOTE:
MY
(INCL ROOT SYSTEM)
W
1. NO CHANGES TO EXISTING RESIDENCE ROOFWATER DRAINAGE.
T
2. NEW ROOF AREAS TO DRAIN TO RAINWATER TANKS AS SHOWN FOR REUSE
ALL
DECK/PRIVATE OPEN SPACE: 34.5m2 S AND ON SITE DETENTION MEASURES.
SW
3. MIN. 6KL DETENTION: 650m2 DEVELOPMENT AREA @ 90m3/hA DEEMED TO
SW
ST
COMPLY PROVISION
DESIGN MAJOR CONTOUR 4. TANK OVERFLOW TO DISCHARGE TO INTERNAL SYSTEM CONNECTED TO
SW
W
EXISTING U/G NETWORK IN MYALL ST VERGE.
T
DESIGN MINOR CONTOUR 5. DESIGN INCORPORATES PERVIOUS PAVING WHERE PRACTICABLE TO REDUCE
+ 4.200 RUNOFF
DESIGN SPOT LEVEL
114
SW
3x 5000L RAINWATER TANKS EXISTING BOULDER
E EXISTING ELECTRICAL LANDSCAPING WALLS
.00
W
(UNDERCROFT) FOR REUSE AND ON
SW
T
SITE DETENTION MEASURES. ALL DEMOLISH/RECONSTRUCT AS
SW EXISTING STORM WATER REQUIRED 200 WIDE GRATED
00
NEW ROOF CATCHMENTS TO REPORT
DRAIN AT
115.
T EXISTING TELSTRA TO TANKS
CROSSOVER
SW
WATER RETICULATION PROPOSED
W
W
T
RESIDENTIAL UNITS
SW
S EXISTING SEWER
.20
LOT BOUNDARIES
112
PROPOSED STORMWATER PIPES
00
W
T
117.
SW
113
SW
.00
T
W
WM
NEW
BACK
BLOC
Y SET EXISTING RESIDENCE
SW
R
NDA
11
BOU
SW
(TO BE RETAINED)
K RE
1.5m
8.0
T
TAIN
0
IN
T
GW
ALL (
W
SW
SW
600
11
9.0
HIGH
T
0
114
)
.00
W
SW
116.00
SW
115
T
.00
NEW
W
BLO
CK R
T
ETA
K
EXISTING GARDEN TO BE
AC
ININ
NEW 3.5m WIDE CONCRETE
DARY SETB
117.00
MODIFIED FOR NEW DRIVEWAY
W
GW
PEDESTRIAN ACCESS DERIVEWAY
ALL
PATHS
(1m
T
1.5m BOUN
HIG
NEW 3.5m WIDE CONCRETE
HM
DRIVEWAY CROSSOVER AS PER STD
AX)
0
100mm ROLLED UP KERB OR
118.0
DWG RS-049
RAISED GARDEN EDGE FOR 450SQ PITS FOR
DRAINAGE DRIVEWAY AND
PARKING AREA
RESIDENTS AND VISITOR DRAIANGE
00
B ACK
SET
ACK
119.
ND ARY PARKING AREA (PERMEABLE Meters
BOU
DARY SETB
1.5m
GROW THROUGH PAVER 5 0 5 10
PAVEMENT)
6.0m BOUN
1:200
CONTRACTOR TO DETERMINE THE EXACT
LOCATION OF ALL EXISTING SERVICES IN
1:6 BATTER THE VICINITY OF THE PROPOSED WORKS
FROM BOUNDARY PRIOR TO THE START OF ANY
CONSTRUCTION - CONTRACTOR IS
PROPOSED LAYOUT RESPONSIBLE FOR ANY DAMAGE TO
EXISTING SERVICES
SCALE 1:200 @ A3
NOT FOR CONSTRUCTION
SCALE DRAWING STATUS
DME
APPROVED PROJECT DRAWING TITLE
DESIGN - DM AS SHOWN
Dale Martin - RPEQ 16845
FOR APPROVAL
HORIZONTAL DATUM PROPOSED MULTIPLE DWELLING PROPOSED LAYOUT DRAWING NUMBER
DRAWN - DM MGA56 PROJECTS P.O. BOX 7481 03
A MAY 23 FOR APPROVAL DM SIPPY DOWNS, QLD, 4556
Phone: 0438 157 612
17 MYALL ST JOB NUMBER
APPROVED ISSUE DATE DESCRIPTION BY
VERTICAL DATUM
Engineering - Design - Civil Project Services Email: [email protected] COOROY, QLD, 4563 230303
AHD ©DME Projects Pty. Ltd.
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