Original source · versioned page text
Residential driveway design plans
Attached to the e-mail FW MCU220086 - Council information request.msg.
Original PDF page 7, section 1. The text section number identifies this passage in the reader.
Plans and drawings
This document appears to be plans or drawings. Its page text below holds only the words printed on the drawings, without the drawings themselves, so it may be jumbled or hard to follow. To see the plans as drawn, choose Original above or download the file (both need you to log in).
Log in to see the plans as drawn CREST CH.2.5 RL.181.738
IP CH.2.5 RL.181.738
IP CH.5.3 RL.181.654
IP CH.5.8 RL.181.592
IP CH.7.3 RL.181.342
EXISTING SURFACE
IP CH.50.579 RL.172.686
VERTICAL GEOMETRY WITHIN
ROAD RESERVE AS PER DESIGN SURFACE
NOOSA COUNCIL STANDARD
DRAWING RS-056
CH.45.779 RL.173.646
IP CH.101.317 RL.160.102
CH.55.38 RL.171.495
IP CH.160.762 RL.154.592
CH.85.786 RL.163.954
CH.116.849 RL.158.663
CH.153.682 RL.155.249
IP CH.229.469 RL.143.359
CH.167.841 RL.153.435
CH.227.167 RL.143.736
CH.231.77 RL.143.336
HORIZONTAL CURVE DATA R15m R-15m R15m R-15m R15m R15m R100m R200m R-50m
-3% -16.67%
VERTICAL GEOMETRY GRADE 5.06%-12.5% -20% -24.8% -9.27% -16.35% -1.01%
VERTICAL GRADE LENGTH 2.5m 0.5m 43.279m 50.738m 59.444m 68.707m 17.408m
2.8m 1.5m
VERTICAL CURVE LENGTH 9.601m VC 31.062m VC 14.159m VC 4.603m VC
VERTICAL CURVE RADIUS R=200 R=200 R=200 R=30
DATUM 127.0
CUT 239 0 10
VOLUME
FILL 113 245 25
180.902
178.902
176.714
174.814
172.857
170.474
167.919
165.289
162.854
160.834
159.315
158.271
157.344
156.417
154.463
152.982
151.347
149.712
148.077
146.442
144.814
155.49
LHS LIP LEVEL
178.702
176.911
174.786
172.657
170.249
167.819
165.489
163.054
160.834
159.315
158.271
157.344
156.417
154.463
152.982
151.347
149.712
148.077
146.442
144.807
143.365
155.49
RHS LIP LEVEL
-0.013
-0.834
-0.929
-0.046
-0.638
-0.519
-0.040
-0.594
CUT/FILL DEPTH
0.408
0.023
0.174
0.697
0.856
0.371
0.444
0.611
0.584
0.371
0.439
0.363
0.320
0.341
0.281
0.159
0.253
0.184
181.612
180.802
178.802
176.802
174.802
172.757
170.349
167.869
165.389
162.954
160.934
159.415
158.371
157.444
156.517
155.590
154.563
153.082
151.447
149.812
148.177
146.542
144.907
143.406
143.253
143.184
DESIGN LEVEL
181.624
181.636
179.731
176.848
174.394
172.734
170.175
168.507
165.908
162.993
160.237
158.559
158.000
157.000
155.905
155.006
154.192
152.643
151.084
149.492
147.837
146.261
144.748
144.000
143.000
143.000
EXISTING LEVEL
200.000
210.000
220.000
230.000
240.000
246.877
100.000
110.000
120.000
130.000
140.000
150.000
160.000
170.000
180.000
190.000
40.000
20.000
30.000
50.000
60.000
70.000
80.000
90.000
CHAINAGE
10.000
0.000
Registered Professional
ROAD 1 CONTROL LINE Registration
HORIZONTAL SCALE 1 : 500 RPEQ
VERTICAL SCALE 1:250
Registration Discipline
CIVIL
Signature No. 27812
C.BASE Date 08.09.22
VERTICAL 1:250 145 Ann St Brisbane QLD 4000 Australia
Client
MATT BRADLEY DESIGNS PTY LTD Drawing
Title ROAD LONGITUDINAL SECTION Size
AT ORIGINAL SIZE
0 2.5 5 7.5 10 12.5m
GPO Box 668 Brisbane QLD 4001 A1
HORIZONTAL 1:500 R THIS DRAWING INCLUDES T 61 7 3316 3000 F 61 7 3319 6038
B ISSUE FOR DA CB MG 08.09.22 25m COLOURED INFORMATION E [email protected] W www.ghd.com
0 5 10 15 20 G Project
A ISSUE FOR REVIEW CB MG 05.09.22
AT ORIGINAL SIZE
COPIES OF THIS DRAWING MUST BE
www.ghd.com 411 BLACK PINCH ROAD DRIVEWAY
Rev Description Checked Approved Date
B PRODUCED IN COLOUR
DESIGN
Author N. BIRINDWA Drafting Check D. SIPPEL Project No. Drawing No. Rev
Conditions of Use. This document may only be used by GHD's client (and any other
Designer C. BASE Design Check R. ORTIZ person who GHD has agreed can use this document) for the purpose for which it was
prepared and must not be used by any other person or for any other purpose.
12592247
Status
ISSUE FOR DA See the original
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