Original source · versioned page text
19553-C1000[A]-C1300[A} - full set
Attached to the e-mail Operational Works Application OPW20/0051 -Cover letter - DA Form 1 - Civil Plans.
Original PDF page 13, section 1. The text section number identifies this passage in the reader.
9
10
20.000 TAPER
EXTENDED DESIGN DOMAIN 20.000 TAPER
8
11
15.625 20.000
7
12
Gra
ve
4
driv l
ew
ay
1.250
6
2
3
15
13
5
1
14
1.250
16
17
Rock Wall
2.500
2.500
10.000
1.250
7.000
10.000
7.000
1.250
2.500
2.500
1.250
25
24
1.250
Gravel driveway
18
23
22
21
15.625
20
19
15.000 10.000
Bitumen Driveway
15.000 10.000 15.625
Gra
ve
l dr
ivew
ay
ROAD 1 & LAKE MACDONALD DRIVE - BAR/BAL TREAMENT
POINT EASTING NORTHING LEVEL 31 491856.100 7079834.248 114.732
6.000
1 492158.129 7079842.354 122.637 32 491850.816 7079832.953 114.863
2 492163.869 7079857.010 122.412 33 491845.663 7079834.698 115.054
3 492168.300 7079865.974 122.306 34 491842.254 7079838.938 115.243
38 4.50 4 492169.534 7079871.182 122.206 35 491841.655 7079844.345 115.375
26 0
49 5 492172.743 7079874.952 122.207 36 491844.055 7079849.228 115.420
R20.0 14.0 6 492173.798 7079878.863 122.145 37 491847.825 7079855.163 115.552
00 00 50 00
R20.0 6.50
0
7 492173.259 7079882.878 121.994 38 491849.342 7079862.029 115.922
37 8 492171.210 7079886.373 121.753 39 491630.880 7079321.594 112.125
27
0
9 492167.969 7079888.804 121.419 40 491633.989 7079319.217 112.165
R10.00
39 10 492171.345 7079894.894 121.503 41 491637.761 7079318.175 112.267
43
40 11 492175.202 7079893.908 121.787 42 491641.650 7079318.619 112.565
41 42 51
36 12 492179.145 7079894.463 121.920 43 491645.090 7079320.485 113.189
28 R5.000
Street
Sign 13 492182.580 7079896.474 121.929 44 491644.248 7079312.951 112.391
52
ew
ay 14 492184.994 7079899.641 121.841 45 491641.721 7079311.248 112.104
00
e driv
Con
cret
53
15 492186.040 7079904.480 121.639 46 491639.805 7079308.878 111.992
12.0
35 Letter
Box
16 492190.447 7079908.032 121.480 47 491638.668 7079306.051 111.956
29
44 17 492202.215 7079933.182 119.675 48 491638.410 7079303.014 111.894
54
45 18 492210.829 7079929.178 119.808 49 491672.565 7079377.584 118.671
R1 R1 19 492205.369 7079914.480 120.871 50 491676.451 7079375.926 118.798
0 .00 46 0
34 0 .00
0
0 57 20 492201.094 7079905.395 121.435 51 491673.703 7079369.487 118.693
5.50
30 56
47 R5 21 492194.523 7079891.821 121.972 52 491673.662 7079365.661 118.639
58 .0 00
55 22 492190.069 7079882.832 122.092 53 491676.339 7079362.926 118.633
0
48
5.00
33 23 492183.385 7079869.402 122.161 54 491684.617 7079359.393 118.723
31 59 24 492175.344 7079855.965 122.325 55 491682.566 7079354.588 118.645
32 60
25 492166.696 7079838.248 122.634 56 491675.645 7079357.541 118.570
26 491854.787 7079861.795 115.754 57 491671.854 7079357.676 118.497
27 491855.707 7079854.823 115.292 58 491668.953 7079355.233 118.360
28 491858.953 7079848.585 114.921 59 491666.765 7079351.257 118.155
29 491860.923 7079843.514 114.711 60 491666.329 7079350.361 118.105
30 491859.861 7079838.178 114.662
ROAD 1 CULDESAC ROAD 2 & WILGEE COURT ROAD 2 TURNING HEAD
RADIUS
RADIUS
LE
LEGEND VE
D:\JF\Dropbox\2019\19553sd2_Lake_MacDonald_Drive_Subdivision\4.CADD\#ACAD\19553_CIVIL.dwg
LE
L
V EL
CONTROL LINES
KERB INVERT
SETOUT SETOUT
KERB LIP / BACK
EDGE OF TRAFFIC LANES K&C TYPE M1 KERB TYPE M2
1 SETOUT POINT
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
LD DR
This drawing is subject to
copyright in accordance with TEATREE PROPERTY PTY LTD LAKE MACDONALD DRIVE ROADWORKS DETAILS 1:250 A1
the agreement between TOD Designed Verified
Consulting Pty Ltd (tc) and tc's LD DR RURAL RESIDENTIAL SUBDIVISION Drawing Number
client. This drawing shall only
be used for this specific project. Approved RPEQ No RP DESCRIPTION 8RP160703 : 2RP852009 : 3RP137375 : 140MCH978 : 101SP142407 19553-C1208
This drawing shall not be used Noosa: 07 5449 9600 Sunshine Coast: 07 5329 3190 D REYNOLDS 9072 LOCAL AUTHORITY NOOSA SHIRE COUNCIL
MCU APPROVAL - HORIZ DATUM GDA94 / MGA Z56 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as PO Box 61, Noosaville, QLD 4566 Signed
A 24.03.20 OPW SUBMISSION LD [email protected] www.todconsulting.com ROL APPROVAL RAL 19/0018 VERT DATUM AHD
'Issued For Construction' in the
revision description. Rev Date Revision Description Drawn ABN 39 128 805 336 24.03.20 OPW APPROVAL RL DATUM MEASUREMENT BAR - INCREMENTS IN mm 13 of 16 A
[OCR of page images]
20.000 TAPER
20.000 TAPER
ROAD 1 & LAKE MACDONALD DRIVE - BAR/BAL TREAMENT
POINT EASTING NORTHING LEVEL 31 491856.100 7079834.248 114.732
1 492158.129 7079842.354 122.637 32 491850.816 7079832.953 114.863
2 492163.869 7079857.010 122.412 33 491845.663 7079834.698 115.054
3 492168.300 7079865.974 122.306 34 491842.254 7079838.938 115.243
4 492169.534 7079871.182 122.206 35 491841.655 7079844.345 115.375
5 492172.743 7079874.952 122.207 36 491844.055 7079849.228 115.420
6 492173.798 7079878.863 122.145 37 491847.825 7079855.163 115.552
7 492173.259 7079882.878 121.994 38 491849.342 7079862.029 115.922
8 492171.210 7079886.373 121.753 39 491630.880 7079321.594 112.125
9 492167.969 7079888.804 121.419 40 491633.989 7079319.217 112.165
10 492171.345 7079894.894 121.503 41 491637.761 7079318.175 112.267
at 492175.202 7079893.908 121.787 42 491641.650 7079318.619 112.565
12 492179.145 7079894.463 121.920 43 491645.090 7079320.485 113.189
13 492182.580 7079896.474 121.929 44 491644.248 7079312.951 112.391
14 492184,994 7079899.641 121.841 45, 491641.721 7079311.248 112.104
15 492186.040 7079904.480 121.639 46 491639.805 7079308.878 111.992
16 492190.447 7079908.032 121.480 47 491638.668 7079306.051 111.956
17 492202215 7079933.182 119.675 48 491638.410 7079303.014 111.894
18 492210.829 7079929.178 119.808 49 491672.565 7079377584 118.671
19 492205.369 7079914.480 120.871 50 491676.451 7079375.926 118.798
20 492201.094 7079905.395 121.435 51 491673.703 7079369.487 118.693
2 492194.523 7079891.821 121.972 52 491673.662 7079365.661 118.639
22 492190.069 7079882.832 122.092 53 491676.339 7079362.926 118.633
23 492183.385 7079869.402 122.161 54 491684.617 7079359.393 118.723
24 492175.344 7079855.965 122.325 55 491682.566 7079354.588 118.645
25 492166.696 7079838.248 122.634 56 491675.645 7079357.541 118.570
26 491854.787 7079861.795 115.754 57 491671.854 7079357.676 118.497
a 491855.707 7079854.823 115.292 58 491668.953 7079355.233 118.360
28 491858.953 7079848.585 114.921 59 491666.765 7079351.257 118.155
29 491860.923 7079843.514 114.711 60 491666.329 7079350.361 118.105
ROAD 1 CULDESAC ROAD 2 & WILGEE COURT ROAD 2 TURNING HEAD nae
LEGEND S & ee Bi
See NS i One Z|
—— —— — CONTROL LINES \I < NI <
KERB INVERT
KERB LIP / BACK SETOUT SETOUT
EDGE OF TRAFFIG LANES K&C TYPE M1 KERB TYPE M2
(@)o SETOUT POINT — TT
COPYRIGHT © Associated Consultants Client Drawn’ Verified Project Drawing Title ‘Scale ‘Sheet Size
Tisdring suet TEATREE PROPERTY PTY LTD 0 OR LAKE MACDONALD DRIVE ROADWORKS DETAILS 4:250 At
Oe OD i on RURAL RESIDENTIAL SUBDIVISION Drang Haber
be used forthe speci pojct engineers & project managers ‘Approved RPEQNo RP DESCRIPTION @RP160703 : 2RPG52000 : 3RP13776 : AOMCHO7B : 101SP142407 19553-C1208
(src a oe eee anatase VCUAPERO nN aru Sonn mca ee ee ee oes Fern
‘Iesued For Construction’ inthe | A | 2408.20 | OPW SUBMISSION 1D [email protected] www.todconsulting.com Signed 4 ROL APPROVAL RAL 19/0018 VERT DATUM — AHD dada) 13 of 16 A
revision description. Rev | Date _| Revision Description Drawn ABN 39 128 805 336 24.03.20 | OPW APPROVAL RL DATUM MEASUREMENT BAR - INCREMENTS IN mm
7
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