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Approved Plans OPW21-0038
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+ 34.600 BOW 1- EXISTING SEWER CONNECTION TO BE USED FOR NEW DEVELOPMENT
+ 35.600 TOW 2 - WATER CONNECTION TO BE UPGRADED TO UW REQUIREMENTS ALL SURFACES TO DRAIN
+ 34.600 BOW 3 - ELECTRICAL AND TELECOMMUNICATIONS CONNECTIONS TO AUTHORITIES STANDARDS TO PITS WHERE SHOWN
NOMINAL SURFACE W E
GRADE 1%
+ 35.450
RET
AININ
GW DECKS AND PATIO S
MAX ALL
POOL
GRAD . 1.0m (FILL) SURFACE TO BUILDERS NO PARKING SIGNS 450SQ FIELD BIN STORAGE AREA
E 100mm HIGH BUND FORMED IN CONCRETE
SPECIFICATION TO ENSURE TURN INLET WITH
+ 34.960 BOW AREAS KEPT CLEAR ROOFWATER GULLY DRAIN CONNECTED TO SEWER IN
STUBS ACCORDANCE WITH HYDRAULICS PLANS AND
+ 35.350 TOW
RETAINING WALL (FILL)
FUTURE PLUMBING APPROVAL
PROVIDE HOSE COCK AND BACKFLOW
LOW RETAINING PREVENTION DEVICE WITHIN ENCLOSURE
MAX. 1.0m + 35.450 WALL/GARDEN
EDGING
GRAD CONCRETE FOOTPATH
E 2.0m WIDE - AS PER
35.150 + + 34.900 IPWEAQ STD DWG R-065
RETAINING W
ALL
APPROX. 1.0m
35.300 + + 34.580 KERB INVERT
+ 36.500 36.400 +
TRANSITION
E
AD
<1500mm DUE
UNIT 2
GR
TO 3.0m VERGE
+ 36.550 TOW DRIVEWAY OUT
0
RETAINING WALL CONTROL LINE
+ 35.600 BOW
36.300 +
14
35.700
37.100 TOW + + 37.100 + 35.750 + + 35.620
RETAINING WALL (CUT)
MAX. 1.5m
UNIT 1 NEW CONCRETE ACCESS
DRIVEWAY AS PER
14
GRADE
36.440 + + 36.400 IPWEAQ STD DWG RS-050
+ + 36.275
+ 36.800 TOW 36.355
0
POOL
DRIVEWAY IN
+ 36.500
CONTROL LINE
+ 37.050 BOW
GRADE
+ 38.450 TOW 36.900 + + 36.550
+ 38.375 TOW + 36.600 BOW
36.500 BOW + GRATED DRAIN
+ 37.700 TOW ACROSS DRIVEWAY
+ 37.700 TOW 200mm ACO OR
RETAINING WALL (CUT)
0 5 10 SIMILAR
MAX. 1.5m
Meters
300SQ FIELD 450SQ FIELD
INLET INLET WITH
DESIGN SURFACE
ROOFWATER
LEGEND + 110.80 STUBS
SPOT LEVEL
-
DECKS AND NO PARKING SIGNS
LANDSCAPING
PATIOS
DESIGN MAJ.
PROPOSED LAYOUT TO ENSURE TURN REFER TO STRUCTURAL NOOSA COUNCIL
CONTOURS
SCALE 1:150 @ A3 AREAS KEPT CLEAR ENGINEERS DRAWINGS FOR APPROVED PLAN
RETAINING WALL TYPE, DETAILS
OPW21/0038 30 APR 2021
PROPOSED DESIGN MIN.
CONCRETE AND FOOTING ARRANGEMENT
RETAINING CONTOURS
DRIVEWAY
WALLS
SCALE DRAWING STATUS
DME
APPROVED PROJECT DRAWING TITLE
DESIGN - DM AS SHOWN
Dale Martin - RPEQ 16845
FOR APPROVAL
HORIZONTAL DATUM DUPLEX DEVELOPMENT PROPOSED LAYOUT DRAWING NUMBER
DRAWN - DM B MAR 21 IR RESPONSE DM
PROJECTS P.O. BOX 7481 02
A FEB 21 FOR APPROVAL DM - SIPPY DOWNS, QLD, 4556
Phone: 0438 157 612
75 SOUTHERN CROSS PARADE JOB NUMBER
APPROVED - DM 16/03/2021 ISSUE DATE DESCRIPTION BY
VERTICAL DATUM
Engineering - Design - Civil Project Services Email: [email protected] SUNRISE BEACH, QLD, 4567 200903
AHD ©DME Projects Pty. Ltd.
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