Original source · versioned page text
253102-OPW-01-251017
Attached to the e-mail Response to information request - OPW25_0156 - Email from Michael Lyell, Urbn Town Planning (As Published).
aining Wall
LEGEND
N MARK DESCRIPTION
CADASTRAL PARCELS
g Block Ret
EXISTING/PROPOSED BUILDING
34.20
ROADWORKS & CARPARKING
35.1535.31
.33
7
.12
5 .28 5.18 436.8035.32
.64
37.31 75°27'
34.75
934.434
Steps
35
PROPOSED DRIVEWAY/CARPARK
35
34
ony 8
Floorl
.15
Balc
8
PROPOSED CROSSOVER
Lev3e5.65
Lot 13862
35
12 g
8
PROPOSED NEW KERB
Landin
.4
RL
.199 35.00 .92
.4
RP135
35
ce On Existin
5.2 35 3 35.2
STORMWATER
35.50
35
38.26 5.33
34
Steps
Eave
Fence 0" 34.74
SW EXISTING STORMWATER PIPE
38.28
3
.7 5
SW PROPOSED STORMWATER PIPE
ng
line
6 Existi et Guttelirnliene Eaveline
35
PROPOSED SWALE DRAIN
Floorl s
< < <
Eave
.43
High se
'3 Lev3e8.25 35.82
5 35
LEVELS & RETAINING
ber
Hou 35.797
249°51 eak RL 6.1k EXISTING RETAINING WALL
35 Balcony .55
3c 36.24
Roof2.9P3 xisting BlW
334
Timber Fen
o l
36.58 15
Tim
.4
35
al
35
6.
+ 23.750 EXISTING SURFACE LEVEL
0 R L 4 E inin g
.61 3
36 6.61
. 5 e r li n e R et a
Gutt line eak
PROPOSED RETAINING WALL
35 Roof2.9P4 Timber
3
38.16
Eave
35.49
+ FSL 23.750
2
PROPOSED FINISHED SURFACE LEVEL
.6 k RL4 Fence PeakExistinegt
38.02 .59
a f
35
P e REFUSE AREA R o o FFL 24.00 PROPOSED FINISHED FLOOR LEVEL
ng 35.75 f
Roo .14 Oveead F r 37.51 37
.5 0
4 2.68 Highusse
35.64
Existi et 4 2 H n R L
RL eak ctioL 38.0 37.75+7.837
S Ho
Roof2.8P9oorConne
s 2 .76
High se 5+ 3 FSL 3 + FSGL 3ate
Hou eaRkL4 Fl 37.7737.7 8.09
0
8.0
1 9 36.00 Roof .8P9 FFL 38.307Lev3e8l.30 0 5
96
t
0
L o 5
8.0 38.0
RL42 RL3 38.05 38.09
.33 37.
Ga7te +
P 1 3 5 3 62 Timebnecre
F 3 6 .1 38.2
t e +F
+F
SL
+F
SL38.00 Patio
9
r e 38.
R 2 F
3 6 .2 S c
Con + FSL .04 S 3
38.04
L L 8
Gate
1
38.03
38. 38. .05 0
.43 7
38.1638.02
38.00ak 3838
307 15
36.25 4
38.20 3
2
38
36.3
0
Oveeard
7.9
.28
.01
36.50 of Pe .9
9 xisting gBrWa3ll
3ic8k
4
39.34
k
o 37
.42
a
2.5%
P e R H n
Roof .89 RL42.14 nnectio
1%
36
5 4 C o
36
.42
36.7
+F
RL4 2 0.5%
2.3% + FSL SL3
.13
38
38. 8.1
in
+F
7. 30 0 0.6%
+ SL 3 3 10
38
5
Peg
Retain
F S 3 8 nd
38.52
+ L .2 5
Fou
FSL 38. .9 1
.43 40.72
1
%
5
39.12
23
.9
11 37.2
38.
erline 38.6
37
25
5%
+F
Gutt
3.0%
4 Nail SL
37.9E
3
37.88%4
37.50
8.2
Found
38.92
8 +
5"
162°2215'5
+F FSL 9
1.
.13
.65
SL 38. W
+F .1%
r 1 STRIP 4.6er
38. 342
38.89
.63
39
9
38.937
SL 7
9 295
MeteDRAIN
37
SELECTED
12.07 0"+ FSL 3
38.
RETAINING WALLS BY
Pow e
9.2%
37
30
.00 5
.10
CLASS B - ACO
KLASSIC OR EQUIV. Pol 73
37.75 1'5
OTHERS TYPICAL
15SL638°.417 39
8 #7322
+F 8.4
.5 2.8%
3
.11
9
39.4
5.75
Paviveedway39.1639.37
39
39.15
+F
5SL 38.35 6
20% 1
14%
NEW CROSSOVER TO o Mk
7
.8
N
IPWEAQ STD DRGS. Found
. 2 Dr
.75 0
38
ete
38 Concr
+F +3
RSD-102 (RS-051)
9.13 9 th
Footpa
SL .16
38
39+ .1F 63
.00
2.5%
38. 5
+ 39
.13 5 39.39.24
14% 8
87
10 2.46 39.3NEW 392 .2TO5
39
10%
SL
3
39. 3
.67
+ 39.
2.5%
1.2m FOOTPATH
+ F 39.1 13 9.18
39.11
.81
erb
09
39.16 3 FRONTAGE3IN9ACCORDANCE
FSL
1 1 2
.09 .1 KWITH
38
9. SL
39.04
SL 9 i n
12.5% 2.5%
38
38. 4 3 3 + 3
i l
.65
38. 8438.9 F 5
tra
9 9.0IPWEAQ
92 +
Tels
et e + 3 .02 .18 3 9 .0 2 3 N a
DRAWING
35
PCD-101
2 2.5% MAX CROSSFALL
RL 39.2
r + F 9.139 9
39.0.064 3
+ Conc th 2 TBM(RS-065).
38
SL 0
38.63
a
2.5%
ootp 8.99.00
33
F
38.91
38. 9
87
9 38.80 3
+ +3
8.83 8 .8 6 1
10%
t
38.6
EXISTING CROSSOVER TO BE REMOVED.
8+.8 3
n
3 REINSTATE WITH B1 TYPE KERB AS PER
ce
MATCH EXISTING CROSSFALL 38.75
Kerb
3.68.9
38 74 TO SU
IT IPWEAQ STD DRG RSD-200 (RS-080) PRELIM. PAVEMENT DETAILS
s
OF FOOTPATH AND RAMP TO 1
Na i l i n CTED LS 2
e
.6 .01
TBM R1L38.804
8 5 R U
3 S T E
r
N STREET TREE TO BE REMOVED FOR SIGHT LINES,
INVERT TYPICAL RECO SOVER LEV LAYER DESCRIPTION
C
0.97 PATH S TO BE REPLACED w 45L BACKHOUSIA
FOOT VISED CRO
LLA CONC. 125mm THK 32MPa CONCRETE SL82
a
RE A MYRIFOLIA IN CENTRE OF EXISTING CROSSOVER
ORE ENT
l l
TO BE REMOVED MID-WAY BETWEEN MESH 40mm COVER
a
C
CRES
e
FOOTPATH AND KERB BASE 100mm TYPE 2.2 BASE COURSE
Or
FINAL PAVEMENT DEPTH TO BE
DETERMINED FOLLOWING SOIL TESTS BY
GEOTECHNICAL ENGINEER.
PROPOSED ACCESS LAYOUT PROVIDE 3/N12 TRIMMERS 2400 LONG AT
RE-ENTRANT CORNERS TYPICAL, 50mm
MIN COVER TO PAVEMENT EDGE.
SCALE 1:150 @ A3 40mm MIN COVER TO CONCRETE MESH
REINFORCING U.N.O.
253102-OPW-01-251017.DWG
SCALE APPROVAL ISSUE DATE DESCRIPTION BY CHKD DRAWING DETAILS PROJECT NUMBER
PROJECT CLIENT 1 05-08-25 PRELIMINARY DK DK
CROSSOVER AND DRIVEWAY LEVELS MCHALE CONSTRUCTIONS 0 1.5 3.0 4.5 6.0 7.5m
.................
2 19-08-25 FOR APPROVAL
3 17-10-25 RFI RESPONSE
DK
DK
DK
DK
DATUM
DESIGN
AHD
DK
253102
27 OREALLA CRESCENT SUNRISE BEACH
DANIEL KENNA DRAWN DK SHEET ISSUE
TITLE SCALE 1:150 A3 (RPEQ 15522)
PROPOSED ACCESS LAYOUT PLAN
e [email protected] ABN 99 642 485 363 This drawing is not to be copied or amended without written permission from DRAWING STATUS DESIGN CHECK DK C01 3
a PO Box 988 Maroochydore 4558 p 0404 157 187 Ingeniir Pty Ltd FOR APPROVAL DATE 17-10-25
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DRIVEWAY & CARPARK BARRIERS
1. EDGE DROPS OF UP TO 600mm SHALL BE PROVIDED WITH A KERB PROVIDE N12 PERIMETER
OR WHEELSTOP. BAR TYPICAL. CORNER
2. ALL VEHICULAR ACCESSIBLE AREAS WITH AN EDGE DROP OF BARS WITH 600 LAPS SLAB MESH
MORE THAN 600mm OR BATTER STEEPER THAN 1:3 SHALL BE
MODDEX TR10 OR SIMILAR SLAB MESH AS SPEC'D. DANLEY KEYJOINT WITH RIPA AS SPEC'D
PROVIDED WITH A BARRIER.
3. BARRIERS IN LIGHT TRAFFIC AREAS SHALL BE A MINIMUM 600mm TO MANUF. SPECS TERMINATE MESH STRIP. GALV. R16 DOWELS
ET1
50mm FROM JOINT 400 LONG @ 450 CRS FALL 50mm IN
HIGH, 200 SERIES BLOCK REINFORCED WITH N12-400 CRS VERTICAL FIRST 1m TYP.
AND A 2/N12 BOND BEAM. MIN. N12-400 CRS VERT. w
200
1.30m HIGH MIN.
4. BARRIERS IN MEDIUM TRAFFIC AREAS SHALL BE A MINIMUM 2/N12 BOND BEAM TYP.
1200mm HIGH 300 SERIES BLOCK REINFORCED WITH N16-400 CRS 300
VERTICAL AND A 2/N16 BOND BEAM. 50mm MIN SELECTED
>0.60m 0.60m MIN.
3. ALL VEHICLE BARRIERS SHALL BE MIN. 1300mm HIGH FOR SAND BEDDING UNDER
VISIBILITY - THE TOP MAY BE A LIGHTWEIGHT BARRIER OVER
(MODDEX TR10 OR EQUIV) TO 1300mm HIGH.
SAND BED WITH CJ DOWELS IN CENTRE
TYPICAL EDGE THICKENING DETAILS
DPM OVER OF SLAB TYP.
4. WHERE PROPRIETARY BARRIERS ARE USED (INGAL OR SIMILAR)
THEY MUST BE CERTIFIED BY THE MANUFACTURER FOR THE LOAD SCALE 1:20
CRITERIA FROM AS1170.1. THE INSTALLATION OF BARRIERS SHALL
BE IN STRICT ACCORDANCE w THE MANUFACTURERS
SPECIFICATIONS.
CONTROL JOINT DETAILS 0 MI
N.
20
POUR CONCRETE UNDER
POLY GRATE LIPS w EDGE
SCALE 1:10 1
PROVIDE N12 TRIMMER BARS TO
THICKENING & TRIMMER BARS AT 16m MAX CENTRES TYPICAL EACH FACE OF PIT AND
AROUND TYPICAL POLY PIT CONC. SURROUND DIAGONALS AS REQ'D.
PROVIDE 10mm ABLEFLEX & 50mm MIN COVER TO EDGE.
UV RATED SEALANT TO ALT. USE CAST IN GRATE &
PERIMETERS OF CONCRETE CONC. PIT CAST IN GRATE INTERNAL FORM TO POUR
PITS WHEN CAST INTO SIDE DOWN TO CONC. BASE NOTE: SAW CUTS TO CONCRETE ISOLATE PIT FROM SURROUND
TYPE 2 - FLUSH GRATE WITHIN 6-12 HRS AFTER PLACEMENT. WITH 10mm ABLEFLEX & UV RATED
300 MIN. SEALANT. GRATE TO BE HOUSED IN
LIGHT DUTY GALVANISED GRATE & PROVIDE D/4 SAW CUT OR CONCRETE PAVEMENT IF POSSIBLE
CONCRETE BENCHING
FRAME (IN LANDSCAPE AREAS ONLY) TOOLED JOINT. FILL WITH
AS REQUIRED
HEAVY DUTY GALVANISED GRATE & APPROVED FLEXIBLE SEALANT. SLAB MESH AS SPEC'D.
FRAME (IN TRAFFICABLE AREAS ONLY)
INLET PIPE OUTLET PIPE SW PIT TRIMMER DETAILS
CONC. PIT CONC. SURROUND SCALE 1:50
D
TYPE 1 - RAISED GRATE
F.G.L.
1
-
CONCRETE BENCHING
SAND BED WITH
SJ CUT EVERY SECOND WIRE OF
AS REQUIRED SELECTED CLASS B DRAIN -
DPM OVER SELECTED CRACK MESH IN LINE WITH JOINT.
INDUCER (20mm ACO/WEBFORGE OR EQUIV.
REFER IPWEAQ STD DRG DSD-401 N12 'U' CAGE @ 400 CRS WITH
INLET PIPE OUTLET PIPE FILLET OR SIMILAR)
FOR GRATE DETAILS TYPICAL. 2/N12 EACH SIDE LONGITUDINAL
HEEL GUARD GRATES TO BE USED CONC. PIT LANDSCAPE SURROUND IN CENTRE. 50mm TOP COVER
SLAB AS SPEC'D
IN PEDESTRAIN AREAS TYPICAL SECTION 1
SLAB CUT JOINT DETAILS
NOT TO SCALE -
TYPICAL SW PIT DETAILS SCALE 1:10
NOT TO SCALE AT 4m MAX CENTRES TYPICAL
200 TBC
ONSITE
PROVIDE MORTAR OR
CONCRETE BEDDING TO
DRAIN AS REQ'D 200 VARIES 200
2 LAYERS OF SL92
MESH CENTRAL 50 MIN
COVER TO EDGES
TYPICAL GRATED DRAIN DETAILS
SCALE 1:50
253102-OPW-01-251017.DWG
SCALE APPROVAL ISSUE DATE DESCRIPTION BY CHKD DRAWING DETAILS PROJECT NUMBER
PROJECT CLIENT 1 05-08-25 PRELIMINARY DK DK
CROSSOVER AND DRIVEWAY LEVELS MCHALE CONSTRUCTIONS 0 2.5 5 7.5 10 12.5m
.................
2 19-08-25 FOR APPROVAL
3 17-10-25 RFI RESPONSE
DK
DK
DK
DK
DATUM
DESIGN
AHD
DK
253102
27 OREALLA CRESCENT SUNRISE BEACH
DANIEL KENNA DRAWN DK SHEET ISSUE
TITLE SCALE 1:250 A3 (RPEQ 15522)
CONCRETE PAVEMENT DETAILS
e [email protected] ABN 99 642 485 363 This drawing is not to be copied or amended without written permission from DRAWING STATUS DESIGN CHECK DK C02 3
a PO Box 988 Maroochydore 4558 p 0404 157 187 Ingeniir Pty Ltd FOR APPROVAL DATE 17-10-25