Original source · versioned page text
Negotiated Approved Plans - OPW26/0033 (As Published)
Original PDF page 7, section 1. The text section number identifies this passage in the reader.
BREAK UP & REMOVE EXISTING SEALED ROAD.
NEATLY TIE-IN NEW WORKS & MAKE GOOD. 30.2 ROAD RESERVE CONTROL LINE SETOUT - ROAD 1
PRELIMINARY PAVEMENT DETAILS
RP BDY
RP BDY
PT CHAINAGE EASTING NORTHING BEARING RADIUS ARC LEN DEF ANG
APPROX. 18.4 5.5 ROAD APPROX. 6.3
IP 1 0.000 484965.444 7084078.745 130°39'15.39"
NOM 1.5 1.5 3.0 2.5 ROAD 1 : URBAN LOCAL ( DESIGN ESAs 2.0 x 105 ) TC 8.725 484972.063 7084073.060 130°39'15.39"
EX EBIT
WEARING COURSE : ASPHALT TYPE AC10M, 30mm MIN COMPACTED DEPTH IP 2 19.821 484980.704 7084065.640 -40.000 22.192 31°47'17.99"
EX EBIT
0.5
LINE
MAX 1 ON 10mm C170 BITUMEN SEAL
:2 CT 30.917 484991.958 7084063.884 98°51'57.40"
CLEARING OF THE EXISTING VEGETATION 2.5% -3.0% -3.0% PRESEAL INSPECTION IP 3 107.785 485067.907 7084052.037 98°51'57.40"
SHALL BE KEPT TO THE ABSOLUTE MINIMUM 1:4
TO UNDERTAKE THE PROPOSED WORKS 1.5m WIDE 125mm THICK CONCRETE BASE COURSE : 115mm* TYPE 2.2 (CBR 60) UNBOUND PAVEMENT
PATHWAY AS PER IPWEA STD DRG RS-065 MIN COMPACTION: 100% STANDARD MAXIMUM DRY DENSITY
CONTROL
TYPE M1 K&C AS PER IPWEA STD DRG RS-080 SUB-BASE COURSE : 230mm* TYPE 2.4 (CBR 30) UNBOUND PAVEMENT CONTROL LINE SETOUT - POTTERY STREET
MIN COMPACTION: 100% STANDARD MAXIMUM DRY DENSITY PT CHAINAGE EASTING NORTHING BEARING RADIUS ARC LEN DEF ANG
SUBSOIL DRAIN INCLUDING FLUSH-OUTS &
SUBGRADE INSPECTION IP 1 0.000 485052.103 7084003.478 12°11'21.88"
OUTLETS AS PER TMR STD DRG SD1116 (TYP)
SUBGRADE : REFER NOTE 2 TC 4.653 485053.085 7084008.026 12°11'21.88"
IP 2 12.523 485054.769 7084015.819 40.000 15.740 22°32'45.05"
STABILISE ALL EXPOSED EARTHWORK AREAS WITHIN THE ROAD RESERVE WITH MIN 100mm LOOSELY COMPACTED TOPSOIL & TURF CC 20.393 485059.312 7084022.372 34°44'06.93"
POTTERY STREET : URBAN LOCAL ( DESIGN ESAs 2.0 x 105 )
IP 3 29.558 485064.628 7084030.039 -40.000 18.331 26°15'28.22"
WEARING COURSE : ASPHALT TYPE AC10M, 30mm MIN COMPACTED DEPTH CT 38.724 485066.003 7084039.266 8°28'38.71"
TYPICAL CROSS SECTION - POTTERY STREET ON 10mm C170 BITUMEN SEAL
IP 4 88.378 485073.323 7084088.378
SCALE 1:100 PRESEAL INSPECTION IP 5 104.135 485075.918 7084103.920
BASE COURSE : 115mm* TYPE 2.2 (CBR 60) UNBOUND PAVEMENT IP 6 111.903 485077.063 7084111.602 8°28'38.71"
MIN COMPACTION: 100% STANDARD MAXIMUM DRY DENSITY
SUB-BASE COURSE : 230mm* TYPE 2.4 (CBR 30) UNBOUND PAVEMENT
MIN COMPACTION: 100% STANDARD MAXIMUM DRY DENSITY
CONTROL LINE SETOUT - RED STREET
SUBGRADE INSPECTION
PT CHAINAGE EASTING NORTHING BEARING RADIUS ARC LEN DEF ANG
15.0 ROAD RESERVE SUBGRADE : REFER NOTE 2 IP 1 0.000 485071.406 7084075.514 98°27'09.82"
RP BDY
RP BDY
IP 2 20.000 485091.188 7084072.574 98°27'09.82"
NOM 4.5 VERGE 6.0 ROAD NOM 4.5 VERGE
PAVEMENT NOTES
3.0 1.5 1.5 0.5
1. * DEPTHS ARE BASED ON AN ASSUMED CBR 5% AND ARE TO BE CONFIRMED BY
LINE
THE ENGINEER FOLLOWING TESTING OF THE INSITU SUBGRADE.
CUT 1:4 SITE WON MATERIAL
2.5% -3.0% -3.0% 2.5% 1:4 2. NATURAL SUBGRADE MINIMUM 95% RELATIVE MAXIMUM DRY DENSITY FOR FILL
PLACED TO WITHIN 300mm OF SUBGRADE LEVEL AND 100% RELATIVE MAXIMUM
FILL DRY DENSITY FOR THE TOP 300m BELOW SUBGRADE LEVEL.
TYPE M1 K&C AS PER IPWEA STD DRG RS-080 CONTROL 1.5m WIDE 125mm THICK CONCRETE
PROVISIONAL SUBGRADE REPLACEMENT, IF DIRECTED BY SUPERINTENDENT :
TYPE 2.5 (CBR 15) 100% STANDARD MAXIMUM DRY DENSITY .
NOOSA COUNCIL
PATHWAY AS PER IPWEA STD DRG RS-065
SUBSOIL DRAIN INCLUDING FLUSH-OUTS &
OUTLETS AS PER TMR STD DRG SD1116 (TYP) REFER PRELIMINARY PAVEMENT DESIGN
APPROVED PLAN
OPW26/0033 29 SEPTEMBER 2026
STABILISE ALL EXPOSED EARTHWORK AREAS WITHIN THE ROAD RESERVE WITH MIN 100mm LOOSELY COMPACTED TOPSOIL & TURF
TYPICAL CROSS SECTION - ROAD 1
VTP 111.309 RL 111.809
SCALE 1:100
VIP 0.000 RL 114.653
VIP 86.309 RL 109.334
VTP 61.309 RL 109.208
VTP 57.834 RL 109.191
VIP 30.334 RL 109.053
VTP 9.965 RL 114.095
VIP 14.965 RL 113.815
VTP 19.965 RL 113.615
RED STREET
VTP 38.332 RL 112.880
ROAD 1
VIP 63.332 RL 111.880
POTTERY STREET
VTP 3.000 RL 109.315
VIP 7.028 RL 109.113
VTP 11.056 RL 108.479
VTP 88.332 RL 109.543
VTP 2.834 RL 104.653
VTP 89.096 RL 109.471
VIP 14.628 RL 107.916
VTP 104.096 RL 108.995
SAG 100.452 RL 108.940
VIP 0.000 RL 104.200
VTP 18.200 RL 107.437
VIP 96.596 RL 108.770
POTTERY STREET
-5.600% -4.000% -9.350% 3.000% 16.000% 0.500% 9.900% -4.999% -15.760% -13.407%
VERTICAL GRADE DATA VERTICAL GRADE DATA VERTICAL GRADE DATA
14.965m 48.367m 33.264m 11.189m 30.334m 55.975m 25.594m 7.028m 7.600m 5.372m
VCL 10 VCL 50 VCL 15 VCL 55 VCL 50 VCL 8.056 VCL 7.144
VERTICAL CURVE DATA VERTICAL CURVE DATA VERTICAL CURVE DATA
R 625.3 R 934.7 R 121.5 R 354.8 R 531.9 R 74.9 R 303.6
R -40 R 40 R -40
HORIZONTAL CURVE DATA HORIZONTAL CURVE DATA HORIZONTAL CURVE DATA
DATUM R.L. 103.00 DATUM R.L. 98.00 DATUM R.L. 101.50
-0.760
-0.578
-0.554
-0.318
-0.267
-0.276
-0.379
-0.550
-0.669
-0.572
-1.090
-0.738
-0.017
-0.021
-0.304
-0.313
-0.063
-0.003
-0.375
0.051
0.047
0.001
0.177
0.316
0.332
0.305
0.045
0.007
0.000
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalLog in to download the original (Negotiated Approved Plans - OPW26_0033 (As Published).pdf)
Searchable page text hides email addresses. Original files are unchanged and may show email addresses.