Original source · versioned page text
19553-C1000_[B]-DG-CLC_[B] Civil Engineering Drawings
Attached to the e-mail 19553 - 125 Lake Macdonald Drive - Response to information request - OPW20/0051 - Email 1 of 2.
Original PDF page 14, section 1. The text section number identifies this passage in the reader.
INSTALL R1-2
INSTALL STREET NAME SIGN
AS PER IPWEAQ STD DRG R-130
9
10
20.000 TAPER
20.000 TAPER EXTENDED DESIGN DOMAIN
8
11
TW
15.625 20.000
ALIGN NEW PAVEMENT MARKINGS
12
7
Gra
ve
l dr
SMOOTHLY TO EXISTING
ivew
ay
4
15
ALIGN NEW PAVEMENT MARKINGS
13
6
1.250
14
2
3
5
SMOOTHLY TO EXISTING
1.250
17
16
1
GW Rock Wall
EL EL
2.500
2.500
EL EL
1.250
10.000 CL
10.000
7.000
SBL
7.000
SBL
1.250
2.500
2.500
EL EL
EL
1.250
1.250
18
24
25
19
23
20
22
21
15.625 15.000 10.000 15.000 10.000 15.625
Bitumen Driveway
Gravel driveway
REMARK ROAD CENTRELINE (BLS)
Gra
ve
l dr
PAVEMENT MARKINGS LEGEND
ivew
ay
REMOVE EXISTING ROAD EDGE LINES
TW TWO WAY BARRIER LINE
BLS BARRIER LINE SINGLE
ROAD 1 & LAKE MACDONALD DRIVE - BAR/BAL TREAMENT EL EDGE LINE
1m 3m 1m 3m 1m
CL CONTINUITY LINE
600mm stripe and gap
GW GIVE WAY LINE
6.000
38 4.50
26 0
49
R20.0 INSTALL STREET NAME SIGN 14.0
00 00 AS PER IPWEAQ STD DRG R-130 50 00
R20.0 6.50
0
37 POINT EASTING NORTHING LEVEL 31 491856.100 7079834.248 114.732
27
0
R10.00
1 492158.129 7079842.354 122.637 32 491850.816 7079832.953 114.863
39
43 2 492163.869 7079857.010 122.412 33 491845.663 7079834.698 115.054
40 3 492168.300 7079865.974 122.306 34 491842.254 7079838.938 115.243
41 42 51
36
28 R5.000 4 492169.534 7079871.182 122.206 35 491841.655 7079844.345 115.375
Street
Sign
5 492172.743 7079874.952 122.207 36 491844.055 7079849.228 115.420
52
ew
ay 6 492173.798 7079878.863 122.145 37 491847.825 7079855.163 115.552
00
e driv
Con
cret
53
12.0
7 492173.259 7079882.878 121.994 38 491849.342 7079862.029 115.922
35 Letter
Box
29 8 492171.210 7079886.373 121.753 39 491630.880 7079321.594 112.125
44 9 492167.969 7079888.804 121.419 40 491633.989 7079319.217 112.165
54
45 10 492171.345 7079894.894 121.503 41 491637.761 7079318.175 112.267
R1 R1 11 492175.202 7079893.908 121.787 42 491641.650 7079318.619 112.565
0 .00 46 0
34 0 .00
0
0 57 12 492179.145 7079894.463 121.920 43 491645.090 7079320.485 113.189
5.50
30 56
47 R5 13 492182.580 7079896.474 121.929 44 491644.248 7079312.951 112.391
58 .0 00
55 14 492184.994 7079899.641 121.841 45 491641.721 7079311.248 112.104
0
48
5.00
33 15 492186.040 7079904.480 121.639 46 491639.805 7079308.878 111.992
31 59
16 492190.447 7079908.032 121.480 47 491638.668 7079306.051 111.956
32 60
17 492202.215 7079933.182 119.675 48 491638.410 7079303.014 111.894
18 492210.829 7079929.178 119.808 49 491672.565 7079377.584 118.671
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
21 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
ROAD 1 CULDESAC ROAD 2 & WILGEE COURT ROAD 2 TURNING HEAD 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
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
RADIUS
RADIUS
LE 30 491859.861 7079838.178 114.662
LEGEND VE
LE
L
V EL
CONTROL LINES
KERB INVERT
J:\2019\19553sd2_Lake_MacDonald_Drive_Subdivision\4.CADD\#ACAD\19553_CIVIL.dwg
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
PLANNER
Pivotal Perspective Pty Ltd
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 Jack Lewis LD DR RURAL RESIDENTIAL SUBDIVISION Drawing Number
client. This drawing shall only 0406 334 227
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
B 20.07.20 INFORMATION REQUEST RESPONSE JF 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 20.07.20 OPW APPROVAL RL DATUM MEASUREMENT BAR - INCREMENTS IN mm 14 of 17 B
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