Original source · versioned page text
2499 - 33 Pavilion St, Pomona - Civil Drawings (BSCE)
Original PDF page 6, section 1. The text section number identifies this passage in the reader.
PAVEMENT DETAILS - FLEXIBLE PAVEMENTS (ROAD 1)
THICKNESS MATERIAL TYPE
30mm ASPHALT (SURFACING) DG10
7mm PRIMER SEAL C170
125mm BASE COURSE 2.2
125mm SUBBASE COURSE 2.3
280mm TOTAL PAVEMENT (mm) (INCL. SURFACING)
PAVEMENT BASED ON NOOSA SHIRE COUNCIL PSP TABLE SC 2 COLLECTOR AND
LOCAL CLASSIFICATIONS (2 1 ⁵ ESA)
FINAL PAVEMENT DEPTH TO BE DETERMINED FOLLOWING SOIL TESTS BY GEOTECHNICAL
ENGINEER & APPROVAL BY COUNCIL
SUBGRADE REMOVAL AND REPLACEMENT WITH LOWER SUBBASE TO BE DETERMINED
FOLLOWING SOIL TESTS BY GEOTECHNICAL ENGINEER & APPROVAL BY COUNCIL
SUBSOIL DRAINAGE TO BE PROVIDED TO ALL KERB & CHANNEL AND EDGE RESTRAINT AS
LIMIT OF CONSTRUCTION
DETAILED
1. THE WATERPROOF SEAL IS CONSIDERED NON-TRAFFICABLE DURING CONSTRUCTION. THE FINAL
HP CH 26.416 RL 87.381
TIE IN NEATLY
LP CH 50.000 RL 87.263
TO EXISTING NOMINATED BITUMEN GRADE AND APPLICATION RATE OF THE PRIMER SHALL SUIT THE SITE CONDITIONS.
2. SHOULD SUPPLY OF CBR 80 MATERIAL BE UNAVAILABLE THEN CBR 60 MATERIAL MAY BE USED (UPON
CH16.416
DESIGN SURFACE VERIFICATION OF THE PAVEMENT DESIGN)
EXISTING SURFACE
EXISTING
IP CH 16.416 RL 87.331
IP CH 26.416 RL 87.381
IP CH 50.000 RL 87.263
IP CH 0.001 RL 87.116
IP CH 9.989 RL 87.282
1.664% 0.761% 0.500% -0.500% 0.500%
DATUM RL 69.0
-0.003
-0.015
-0.145
-0.126
CUT (-) / FILL
0.001
0.003
1.314
1.412
1.610
1.741
1.970
2.045
2.211
2.561
2.658
87.249
87.267
87.299
87.245
87.231
87.201
87.181
87.231
87.259
87.302
87.331
87.431
87.531
LHS LIP LEVEL
87.249
87.267
87.299
87.245
87.231
87.201
87.181
87.231
87.259
87.302
87.331
87.431
87.531
RHS LIP LEVEL
87.282
87.331
87.349
87.381
87.326
87.313
87.283
87.263
87.313
87.340
87.384
87.413
87.513
87.613
87.652
DESIGN SURFACE
87.116
87.281
87.328
87.352
87.396
87.472
87.439
85.969
85.851
85.703
85.599
85.414
85.368
85.302
85.052
84.994
EXISTING SURFACE
p:\2499-33 pavillion st pomona\design\civil\acad [opw]\c220 road 1 longitudinal sections.dwg
100.000
120.000
127.881
16.416
20.000
26.416
37.346
40.000
46.068
50.000
60.000
65.439
74.161
80.000
CHAINAGES
0.000
9.989
HORIZONTAL CURVES R60.000 R-60.000
ROAD 1
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD DETAILS SCALE APPROVED PROPOSED RESIDENTIAL DEVELOPMENT
Barlow Shelley Pty Ltd
A 11.07.25 FOR APPROVAL EC CS
ABN 29 679 702 599
AT 33A PAVILION STREET POMONA 2
DATUM AHD 1:500
1:1000
10 5 0 10 20 A1
A3 ................. 07 5443 8285 FOR INTEGRATED PROJECTS (QLD) PTY LTD
DESIGN EC HORIZONTAL PO Box 899
Engineer: TIM BURKE Maroochydore 4558 DRAWING TITLE: DRAWING NUMBER REV
DRAWN EC 1:100 2 1 0 2 4 A1 [email protected]
DESIGN CHECK CS
1:200 A3
(RPEQ 25245) ROAD 1 LONGITUDINAL SECTIONS C22 A
VERTICAL barlowshelley.com.au
DRAWING STATUS
DATE 1 - -2 2 This drawing is not to be copied or amended without written permission from Barlow Shelley Pty Ltd
FOR APPROVAL
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