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Civil Plans_19660_20260213_OPW_[A-B]
Original PDF page 8, 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
1:4 ON 10mm C170 BITUMEN SEAL 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 3 107.634 485067.758 7084052.061 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 & OUTLETS AS PER
SUBGRADE INSPECTION IP 1 0.000 485052.103 7084003.478 12°11'21.88"
IPWEAQ STD DRGS RS-140 & RS-142 (TYP)
SUBGRADE : REFER NOTE 2 TC 5.728 485053.312 7084009.077 12°11'21.88"
IP 2 13.387 485054.950 7084016.657 40.000 15.318 21°56'30.58"
STABILISE ALL EXPOSED EARTHWORK AREAS WITHIN THE ROAD RESERVE WITH MIN 100mm LOOSELY COMPACTED TOPSOIL & TURF CC 21.047 485059.301 7084023.075 34°07'52.46"
POTTERY STREET : URBAN LOCAL ( DESIGN ESAs 2.0 x 105 )
IP 3 29.770 485064.274 7084030.412 -40.000 17.446 24°59'23.37"
WEARING COURSE : ASPHALT TYPE AC10M, 30mm MIN COMPACTED DEPTH CT 38.493 485065.682 7084039.164 9°08'29.09"
TYPICAL CROSS SECTION - POTTERY STREET ON 10mm C170 BITUMEN SEAL
IP 4 88.298 485073.595 7084088.337
SCALE 1:100 PRESEAL INSPECTION IP 5 111.821 485077.063 7084111.602 8°28'38.71"
BASE COURSE : 115mm* TYPE 2.2 (CBR 60) UNBOUND PAVEMENT
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
PT CHAINAGE EASTING NORTHING BEARING RADIUS ARC LEN DEF ANG
SUBGRADE INSPECTION
IP 1 0.000 485071.529 7084075.496 98°27'09.82"
15.0 ROAD RESERVE SUBGRADE : REFER NOTE 2 IP 2 20.000 485091.311 7084072.556 98°27'09.82"
RP BDY
RP BDY
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.
CONTROL
PROVISIONAL SUBGRADE REPLACEMENT, IF DIRECTED BY SUPERINTENDENT :
TYPE M1 K&C AS PER IPWEA STD DRG RS-080 1.5m WIDE 125mm THICK CONCRETE
TYPE 2.5 (CBR 15) 100% STANDARD MAXIMUM DRY DENSITY .
PATHWAY AS PER IPWEA STD DRG RS-065
SUBSOIL DRAIN INCLUDING FLUSH-OUTS & OUTLETS AS PER
IPWEAQ STD DRGS RS-140 & RS-142 (TYP) REFER PRELIMINARY PAVEMENT DESIGN
STABILISE ALL EXPOSED EARTHWORK AREAS WITHIN THE ROAD RESERVE WITH MIN 100mm LOOSELY COMPACTED TOPSOIL & TURF
TYPICAL CROSS SECTION - ROAD 1
VTP 111.223 RL 111.808
SCALE 1:100
VIP 86.223 RL 109.333
VTP 61.223 RL 109.208
VTP 57.836 RL 109.191
VIP 30.336 RL 109.054
VIP 0.000 RL 114.653
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
VTP 3.000 RL 109.316
VIP 7.028 RL 109.116
POTTERY STREET
VTP 11.056 RL 108.471
VIP 14.628 RL 107.899
VTP 2.836 RL 104.654
VTP 18.200 RL 107.420
VTP 88.332 RL 109.543
VIP 0.000 RL 104.200
VTP 89.068 RL 109.474
VIP 107.634 RL 109.104
VTP 104.068 RL 108.997
SAG 100.425 RL 108.943
VIP 96.568 RL 108.772
POTTERY STREET
-5.600% -4.000% -9.350% 2.999% 16.000% 0.500% 9.900% -4.963% -16.011% -13.407%
VERTICAL GRADE DATA VERTICAL GRADE DATA VERTICAL GRADE DATA
14.965m 48.367m 33.236m 11.066m 30.336m 55.887m 25.597m 12.028m 7.600m 10.372m
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 72.9 R 274.4
R -40 R 40 R -40
HORIZONTAL CURVE DATA HORIZONTAL CURVE DATA HORIZONTAL CURVE DATA
DATUM R.L. 103.50 DATUM R.L. 98.00 DATUM R.L. 101.00
-0.760
-0.578
-0.554
-0.318
-0.267
-0.276
-0.379
-0.550
-0.669
-0.572
-1.090
-0.736
-0.023
-0.028
-0.297
-0.292
-0.074
-0.003
-0.362
0.035
0.047
0.001
0.112
0.170
0.289
0.308
0.300
0.018
0.004
0.000
0.131
0.000
LEVEL VARIANCE LEVEL VARIANCE LEVEL VARIANCE
115.412
114.742
114.647
113.931
113.480
113.088
112.720
112.312
111.746
110.856
110.480
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