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Approved Plans OPW25-0057
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LAKE MACDONALD DR HORIZONTAL IP TABLE SUBGRADE TESTS PAVEMENT MATERIAL & DESIGN PROVISIONAL PAVEMENT DETAILS
THE NUMBER AND LOCATION OF PAVEMENT SUBGRADE TESTS SHALL BE 1. PAVEMENT THICKNESSES SHOWN ON THE DRAWINGS ARE PROVISIONAL
PT CHAINAGE EASTING NORTHING HEIGHT BEARING DETERMINED BY THE SOILS TESTING CONSULTANT WHO SHALL RECOMMEND ROAD WIDTH VARIES
ONLY AND ARE TO BE VERIFIED BY SOILS TEST & INSPECTION PRIOR TO
IP 1 0.000 491420.838 7079041.810 107.720 44°56'43.87" CBR VALUES TO BE USED IN ROAD PAVEMENT DESIGN. THE NUMBER AND COMPLETION OF EARTHWORKS. ROAD CLASS Urban Residential Collector
IP 2 9.528 491427.569 7079048.553 107.545 TYPE OF CBR TESTS SHALL BE DETERMINED BY THE SOILS TESTING
2. REFER TO PAVEMENT SPECIFICATION FOR OTHER GRAVEL DESIGN TRAFFIC 5x10
5
CONSULTANT TO BEST REPRESENT THE CONDITION OF THE SUBGRADE
IP 3 16.965 491433.100 7079053.525 107.409 REQUIREMENTS.
EXPECTED. SURFACE 50mm AC
IP 4 26.056 491440.206 7079059.196 107.251 3. UNLESS OTHERWISE NOTED ON THE DRAWINGS OR IN THE
SPECIFICATION, THE FOLLOWING MINIMUM PAVEMENT DEPTHS AND CBR SEAL DG14 MRTS30 C170 S/S SEAL
IP 5 37.251 491449.395 7079065.589 107.038 PAVEMENT TESTING RATIOS (BASED ON 4 DAY SOAKED TESTS) SHALL APPLY TO PAVEMENT MIN. COMPACTED BASE COURSE GRAVEL 125mm TYPE 2.1 CBR80
IP 6 51.476 491461.670 7079072.777 106.708 TYPE FREQUENCY GRAVELS AND INSITU STABILISED SUBGRADE:
MIN. COMPACTED SUB-BASE COURSE GRAVEL 125mm TYPE 2.3 CBR45
IP 7 64.570 491473.375 7079078.648 106.268 COMPACTION TESTS ONE TEST PER 100 M OF PAVEMENT AREA PER
LAYER OF GRAVEL MIN. COMPACTED LOWER SUB-BASE COURSE GRAVEL 150mm TYPE 2.5 CBR15
IP 8 74.298 491482.182 7079082.779 105.905 COURSE CBR DEPTH COMPACTION (IF REQUIRED)
IP 9 87.362 491494.049 7079088.242 105.320 QUALITY TESTS ONE TEST PER COURSE PER 400 M³
BASE COURSE NOMINAL ROCK MATTRESS (IF REQUIRED AS PER MRTS04) 300mm (d50=100mm)
IP 10 99.223 491504.887 7079093.061 104.771 ASPHALT SURFACING 3 CORES PER SAMPLE. 2 SAMPLES PER DAY PER CBR 80 125 100% MODIFIED
SPREADER (TYPE 2.1)
IP 11 109.821 491514.514 7079097.491 104.323
BITUMEN SURFACING SPRAY SHEETS AND AGGREGATE SUPPLY BASE COURSE
IP 12 117.105 491521.099 7079100.605 104.079 CBR 45 125 100% STANDARD
SHEETS TO BE PROVIDED (TYPE 2.3) NOTES
IP 13 130.275 491532.909 7079106.434 103.632 BASE COURSE 1. DEPTHS TO BE CONFIRMED BY SUBGRADE TEST RESULTS (7 DAY SOAKED CBR's).
CBR 15 150 100% STANDARD
IP 14 141.334 491542.642 7079111.686 103.317 (TYPE 2.5) CBR TESTS OF THE SUBGRADE TO BE CARRIED OUT AT A MAXIMUM OF 100m
INTERVALS AND AT OBVIOUS CHANGES IN THENATURE OF THE SUBGRADE.
IP 15 152.015 491551.915 7079116.986 103.126
ENGINEER TO ADVISE ON FINAL PAVEMENT DEPTHS UPON RECEIPT OF TEST
IP 16 156.959 491556.194 7079119.462 103.042 RESULTS.
IP 17 164.073 491562.240 7079123.211 102.944
IP 18 171.776 491568.600 7079127.556 102.890
IP 19 181.151 491576.095 7079133.189 102.886
IP 20 192.070 491584.760 7079139.833 102.915
IP 21 199.742 491590.693 7079144.697 102.990
IP 22 210.413 491599.068 7079151.310 103.184
IP 23 224.448 491610.045 7079160.054 103.563
IP 24 236.984 491619.767 7079167.970 104.009
IP 25 249.239 491629.392 7079175.555 104.488
IP 26 300.968 491669.809 7079207.841 106.809 51°22'54.64"
IP CH.16.965 RL.107.409
IP CH.26.056 RL.107.251
DIANELLA CT INTERSECTION
IP CH.37.251 RL.107.038
IP CH.300.968 RL.106.809
IP CH.51.476 RL.106.708
IP CH.0 RL.107.72
IP CH.300 RL.106.767
IP CH.64.57 RL.106.268
IP CH.74.298 RL.105.905
IP CH.290 RL.106.338
IP CH.280 RL.105.914
IP CH.87.362 RL.105.32
IP CH.270 RL.105.437
IP CH.99.223 RL.104.771
IP CH.247.132 RL.104.388
IP CH.109.821 RL.104.323
IP CH.260 RL.104.998
IP CH.117.105 RL.104.079
IP CH.236.984 RL.104.009
IP CH.130.275 RL.103.632
IP CH.224.448 RL.103.563
IP CH.141.334 RL.103.317
IP CH.210.413 RL.103.184
IP CH.152.015 RL.103.126
IP CH.156.959 RL.103.042
LO CH.181.151 RL.102.886
IP CH.164.073 RL.102.944
IP CH.181.151 RL.102.886
IP CH.199.742 RL.102.99
IP CH.192.07 RL.102.915
IP CH.171.776 RL.102.89
SWD IL.103.64
375 DIA
SWD IL.100.652
SWD IL.100.523
600 DIA
675 DIA
Horiz Curve Data
Vertical Geometry Grade -1.837% -1.829% -1.738% -1.903% -2.32% -3.36% -3.732% -4.478% -4.629% -4.227% -3.35% -3.394% -2.848% -1.788% -1.699%-1.378% -0.701% -0.043% 0.266% 0.978% 1.818% 2.701% 3.558% 3.737% 4.742% 4.385% 4.769% 4.239% 4.292% 4.39%
Vertical Grade Length 9.528m 7.437m 9.091m 11.195m 14.225m 13.095m 9.728m 13.064m 11.861m 10.598m 7.284m 13.17m 11.059m 10.681m 4.944m 7.114m 7.702m 9.376m 10.918m 7.672m 10.671m 14.034m 12.537m 10.148m 12.868m 10m 10m 10m 10m 0.968m
Vertical Curve Length
Vertical Curve Radius
Datum R.L.91.0
Design Control Line
107.720
107.545
107.409
107.356
107.251
107.038
106.974
106.708
106.422
106.268
105.905
105.650
105.320
104.771
104.738
104.323
104.079
103.981
103.632
103.355
103.317
103.126
103.042
103.000
102.944
102.890
102.886
102.886
102.915
102.990
102.995
103.184
103.443
103.563
104.009
104.122
104.388
104.488
104.998
105.437
105.914
106.338
106.767
106.809
(Existing)
Design Kerb
104.851
104.818
104.417
104.141
104.038
103.680
103.407
103.374
103.193
103.126
103.100
103.066
102.997
102.923
102.913
102.901
Right (Lip)
100.000
109.821
117.105
120.000
130.275
140.000
141.334
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