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19660_20210610_C1001-C1004
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VTP 60.000 RL 112.711
15.0 ROAD RESERVE ASPHALT TYPE DG10, 30mm MINIMUM COMPACTED DEPTH
VIP 50.000 RL 112.400
RP BDY
RP BDY
VTP 40.000 RL 111.755
ON PRIMER SEAL
VTP 22.786 RL 110.645
NOM 4.5 VERGE 6.0 ROAD NOM 4.5 VERGE PRE-SEAL INSPECTION
VIP 12.786 RL 110.000
VIP 2.786 RL 109.705
VTP 1.386 RL 109.663
0.5 1.5 1.5 3.0 BASE COURSE : 125mm UNBOUND PAVEMENT TYPE 2.2 (CBR 60)
LINE
MINIMUM COMPACTION: 100% STANDARD MAXIMUM DRY DENSITY
SITE WON MATERIAL 1:4 CUT
2.5% 2.5%
1:4 -3.0% -3.0%
SUB-BASE COURSE : 125mm UNBOUND PAVEMENT TYPE 2.4 (CBR 35)
FILL MINIMUM COMPACTION: 100% STANDARD MAXIMUM DRY DENSITY
CONTROL
SUBGRADE INSPECTION
1.5m WIDE CONCRETE PATHWAY TYPE M1 K&C AS PER IPWEA STD DRG RS-080
AS PER IPWEA STD DRG RS-065 NATURAL SUBGRADE 100% STANDARD MAXIMUM DRY DENSITY
REFER PRELIMINARY PAVEMENT DESIGN
SUBSOIL DRAIN INCLUDING FLUSH-OUTS & OUTLETS AS PER
IPWEAQ STD DRGS RS-140 & RS-142 (TYP) * PROVISIONAL SUBGRADE REPLACEMENT,
IF DIRECTED BY SUPERINTENDENT
TYPE 2.5 (CBR 15) 95% MODIFIED MAXIMUM DRY DENSITY
1.386m 2.996%
1.400m 2.994%
VERTICAL GEOMETRY GRADE 2.953% 6.449% 3.106% STABILISE ALL EXPOSED EARTHWORK AREAS WITH MINIMUM 75mm TOPSOIL AND GRASS SEEDING OR TURF
VERTICAL GRADE LENGTH 10.000m 37.214m 61.163m MINIMUM DEPTHS TO BE CONFIRMED BY THE ENGINEER
FOLLOWING TESTING OF THE INSITU SUBGRADE.
VERTICAL CURVE LENGTH (m) VCL 20 VCL 20
ROAD 01 TYPICAL SECTION
PRELIMINARY PAVEMENT DESIGN BASED ON :
VERTICAL CURVE RADIUS (m) R 572.1 R 598.3
FULL ROAD CONSTRUCTION - DESIGN ESAs 2.0 x 105 (LOCAL)
- ASSUMED SUBGRADE CBR 5.0%
HORIZONTAL CURVE DATA (m) R39 SCALE C
DATUM R.L. 94.00
PRELIMINARY PAVEMENT DESIGN
-0.523
-0.207
-0.523
-0.443
-0.365
-0.311
-0.377
-0.365
-0.383
-1.036
-1.242
0.000
30 ROAD RESERVE
LEVEL VARIANCE
109.663
110.486
110.679
111.633
112.198
112.681
113.022
113.399
113.713
114.071
115.065
115.542
APPROX 18.0
EXISTING LEVEL
BREAK UP & REMOVE EXISTING SEALED ROAD. 5.5 ROAD
RP BDY
109.621
109.663
109.963
110.472
111.110
111.755
112.316
112.711
113.021
113.348
113.688
114.029
114.300
NEATLY TIE-IN NEW WORKS & MAKE GOOD.
DESIGN LEVEL
LINE
EX EBIT
EX EBIT
STRAIGHT VERTICAL SAW CUT
CLEARING OF THE EXISTING VEGETATION -3.0% -3.0%
80.517
91.477
0
102.438
111.163
1.386
10
20
30
40
50
60
70
1:4
SHALL BE KEPT TO THE ABSOLUTE MINIMUM WEARING SURFACE
CHAINAGE TO UNDERTAKE THE PROPOSED WORKS
TYPE M1 K&C AS PER IPWEA STD DRG RS-080 BASE COURSE
CONTROL
EXISTING
PAVEMENT
SUBSOIL DRAIN INCLUDING FLUSH-OUTS & OUTLETS SUB-BASE COURSE
AS PER IPWEAQ STD DRGS RS-140 & RS-142 (TYP)
ROAD 01 LONGITUDINAL SECTION EDGE OF EXISTING
FULL DEPTH PAVEMENT
0.3 0.3
STABILISE ALL EXPOSED EARTHWORK AREAS WITH MINIMUM 75mm TOPSOIL AND GRASS SEEDING OR TURF MIN MIN
CONTROL LINE MC01
HOR SCALE A VER SCALE B
POTTERY STREET TYPICAL SECTION JOINING TO EXISTING PAVEMENT
NOT TO SCALE
ROAD WIDENING
SCALE C
28m DRAINAGE RESERVE 10m DRAINAGE RESERVE
22.0m FILTER MATERIAL 2.3m RAMP 5.7m FILTER MATERIAL 3m SEWER EASEMENT
RP BDY
RP BDY
LOT 4
RP BDY
BASIN SOIL PROFILE AS PER NSL
IPWEA STD DRG WSUD-001 200 SERIES BLOCKWORK WALL
NSL ROAD
RP BDY
UNDERDRAIN CLEAN OUT POINT 500mm FILTER MATERIAL RESERVE 0.1m K
1:
2V AS PER IPWEA STD DRG WSUD-003 100mm TRANSITION LAYER FILTER AREA MIN 125m² BAN
EG RAMP ED
ETA 200-300mm DRAINAGE LAYER CCESS NSL NSL TAT
TED CONC A 4 MAX EGE
BAN 1 IN 2V
K 300mm EXTENDED DETENTION DEPTH 300mm EXTENDED DETENTION DEPTH 1:
NEW SEWER
DN100 BASIN UNDERDRAIN AS PER
DN100 BASIN UNDERDRAIN AS OVERFLOW PIT AS PER OUTLET PIPE IPWEA STD DRG WSUD-003 (TYP)
PER IPWEA STD DRG WSUD-003 IPWEA STD DRG WSUD-001
BIORETENTION BASIN SECTION (EAST-WEST) BIORETENTION BASIN SECTION (NORTH-SOUTH)
J:\2019\19660SD1_SUBDIVISION_POTTERY_STREET_POMONA_\4.CADD\#ACAD\19660_CIVIL_RAL.dwg
SCALE D
SCALE D
0 5 10 15 20 25 m
SCALE A
0 4 8 12 m
SCALE B
0 1 2 3 4 5m
SCALE C
0 0.5 1 1.5 2 2.5 m
PRELIMINARY - NOT FOR CONSTRUCTION SCALE D
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
JF DR
This drawing is subject to
copyright in accordance with
PLANNER / SURVEYOR
Brian Naismith Development Consultant
ELLEN LEAPE 30 POTTERY STREET, POMONA ROAD LONGITUDINAL SECTION & AS SHOWN A1
the agreement between TOD Designed Verified
Consulting Pty Ltd (tc) and tc's T: 0477 925 871 E: [email protected] JF DR PROPOSED RESIDENTIAL SUBDIVISION TYPICAL SECTIONS Drawing Number
client. This drawing shall only
be used for this specific project. Approved RPEQ No RP DESCRIPTION LOT 496 MCH 591 19660-C1004
This drawing shall not be used Noosa: 07 5449 9600 Sunshine Coast: 07 5329 3190 DOUG REYNOLDS 9072 LOCAL AUTHORITY NOOSA
B 10.06.2021 RAL IR SUBMISSION JF MCU APPROVAL - HORIZ DATUM MGA94 Z56 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as PO Box 61, Noosaville, QLD 4566 Signed
A 31.07.20 ORIGINAL ISSUE JF [email protected] www.todconsulting.com ROL APPROVAL RAL19/0014 VERT DATUM AHD
'Issued For Construction' in the
revision description. Rev Date Revision Description Drawn ABN 39 128 805 336 10.06.2021 OPW APPROVAL - RL DATUM - MEASUREMENT BAR - INCREMENTS IN mm 4 of 4 B
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