Original source · versioned page text
Attachment 5—Documents referenced in conditions - 2306-35303 SRA
Attached to the e-mail MCU23/0079 - SARA approval.
SERVICES NOTE:
N
SW
LEGEND 1. EXISTING SEWER CONNECTION TO BE USED FOR NEW DEVELOPMENT
2. EXISTING WATER METER TO BE REMOVED AND NEW METER ASSEMBLY
EXISTING MATURE STREET TREES
W
PROPOSED BUILDING: 50.3m2 (EA) INSTALLED IN ACCORDANCE WITH UNITYWATER PRIVATE WORKS APPLICATION
SW
3. ELECTRICAL AND TELECOMMUNICATIONS CONNECTIONS TO AUTHORITIES TO BE RETAINED AND PROTECTED
T
W E STANDARDS AT ALL TIMES DURING WORKS
EAVES/ROOF PROJECTION (INCL ROOT SYSTEM) EXTENT OF 6.0m WIDE CROSSOVER
STORMWATER NOTE:
SW
(TO MEET NCC VO1 SEC. C AS APPLICABLE) 2x CARPARKS UNDER RESIDENCE (CONFLICT WITH EXISTING TREES)
1. NO CHANGES TO EXISTING RESIDENCE ROOFWATER DRAINAGE. MODIFY EXISTING SUBFLOOR
W
2. NEW ROOF AREAS TO DRAIN TO RAINWATER TANKS AS SHOWN FOR REUSE (INSTALL STEEL BEAMS AND
CONCRETE DRIVEWAYS AND PATHS S AND ON SITE DETENTION MEASURES.
T
COLUMNS), LOWER EXISTING
3. MIN. 6KL DETENTION: 650m2 DEVELOPMENT AREA @ 90m3/hA DEEMED TO SLAB TO PROVIDE ADDITIONAL
COMPLY PROVISION SW NEW 3.5m WIDE CONCRETE
CLEARANCE DRIVEWAY CROSSOVER AS PER STD
DECK/PRIVATE OPEN SPACE
SW
4. TANK OVERFLOW TO DISCHARGE TO INTERNAL SYSTEM CONNECTED TO
EXISTING U/G NETWORK IN MYALL ST VERGE. DWG RS-051 (WIDE FLARES)
SW
W
DESIGN MAJOR CONTOUR
T
GRADE SURFACES TO
DESIGN MINOR CONTOUR MATCH NEATLY TO
114
EXISTING
SW
+ 4.200 DESIGN SPOT LEVEL CARPORT STYLE
MY
.00
W
ROOF OVER
SW
T
E EXISTING ELECTRICAL
5000L RAINWATER TANK UNDER
AL
CARPARK 4
GRADE SURFACE
00
SW EXISTING STORM WATER EACH UNIT FOR REUSE AND ON SITE
L ST
TO PIT INSIDE
115.
DETENTION MEASURES. ALL NEW
ROOF CATCHMENTS TO REPORT TO BOUNDARY
EXISTING deck
TELSTRA
SW
T to be
TANKS
W
9m2 min
T
W WATER RETICULATION
SW
EXISTING SEWER
20
S
112.
LOT BOUNDARIES
00
W
T
Road Access
PROPOSED STORMWATER PIPES
117.
5
SW
113
4 location referred
SW
.00
to in condition 1.
T
6
NEW
W
EXISTING RESIDENCE
WM
E
ZON
(TO BE RETAINED)
BLOC
117.8
RED
BACK
Y SET
SW
K
SHA
DAR
RETA
N
BOU
11
SW
1.5m UNIT 2
8.0
T
ININ
FFL = 117.80
0
GW
EXTENT OF 3.0m WIDE FOOTPATH
T
ALL (
SHAR
119.1 (CONFLICT WITH EXISTING TREES)
W
600
ED Z
SW
SW
HIGH
11
ONE
9.0
UNIT 1
)
E
ZON
0
T
114
FFL = 119.10 RED
SHA
.00
W
1
SW
116.00
SW
115
NEW
T
.00
2
B
LOCK
W
E
ZON
RETA
ED
SHAR
UNIT 3 PEDESTRIAN
T
ININ
3
ACK
FFL = 119.10 ACCESS PATHS EXISTING GARDEN TO BE
GW
NEW 3.5m WIDE (MIN.)
DARY SETB
117.00
MODIFIED FOR NEW DRIVEWAY
W
ALL
CONCRETE DRIVEWAY
(1
1.2m WIDE PEDESTRIAN
mH
BAY SHARED ZONE
T
1.5m BOUN
119.1
IGH
TURN RKING)
A
MAX
P
(NO
)
0
118.0
450SQ PITS FOR
DRIVEWAY AND
PARKING AREA
RESIDENTS & VISITOR DRAIANGE
00
ACK Meters
ETB
ACK
RY S
119.
DA PARKING AREA AND 5 0 5 10
OUN
DARY SETB
B TURN BAY
1.5m
(ROOF OVER PARKS 1-3)
CONCRETE PAVEMENTS:
1. DRIVEWAY CROSSOVER PAVEMENT AS PER STD DWG RS-051. (175THICK N32, SL72 MESH)
6.0m BOUN
1:200
BIN STORAGE AREA 2. EXTERNAL FOOTPATHS AS PER STD DWG RS-065 (100 THICK N32, SL72 MESH)
(0.9m WIDE x 5.4m LONG) 3. INTERNAL DRIVEWAYS AND PARKING AREAS AS PER AS3727.1 (100 THICK MIN N25, SL72 MESH) CONTRACTOR TO DETERMINE THE EXACT
4. INTERNAL FOOTPATHS AS PER AS3727.1 (75 THICK MIN N25, SL72 MESH) LOCATION OF ALL EXISTING SERVICES IN
5. PAVEMENT UNDER EXISTING RESIDENCE REFER STRUCTURAL ENGINEERING. THE VICINITY OF THE PROPOSED WORKS
1:6 BATTER 6. ALL PAVEMENTS SUBJECT TO SUBGRADE VERIFICATION ON SITE. PRIOR TO THE START OF ANY
FROM BOUNDARY 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 B SEP 23 INFO REQUEST DM
SITE 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
DATE - 27/09/23 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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