Original source · versioned page text
2499 - 33 Pavilion St, Pomona - Revised Civil Drawings_Optimized
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 SC6.7.2 "COLLECTOR AND
LOCAL CLASSIFICATIONS" (2.0 x 10⁵ 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
HP CH 23.209 RL 87.365
DETAILED.
LP CH 50.000 RL 86.963
1. THE WATERPROOF SEAL IS CONSIDERED NON-TRAFFICABLE DURING CONSTRUCTION. THE FINAL
TIE IN NEATLY
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 23.209 RL 87.365
IP CH 50.000 RL 86.963
IP CH 0.001 RL 87.116
IP CH 9.989 RL 87.282
1.664% 0.761% 0.500% -1.500% 0.500%
DATUM RL 69.0
-0.003
-0.010
-0.319
-0.326
CUT (-) / FILL
0.001
0.003
1.053
1.112
1.310
1.441
1.670
1.745
1.911
2.261
2.358
87.249
87.267
87.283
87.071
87.031
86.940
86.881
86.931
86.959
87.002
87.031
87.131
87.231
87.271
LHS LIP LEVEL
87.249
87.267
87.283
87.071
87.031
86.940
86.881
86.931
86.959
87.002
87.031
87.131
87.231
87.271
RHS LIP LEVEL
87.282
87.331
87.349
87.365
87.153
87.113
87.022
86.963
87.013
87.040
87.084
87.113
87.213
87.313
87.352
DESIGN SURFACE
87.116
87.281
87.328
87.352
87.375
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
23.209
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
A 11.07.25 FOR APPROVAL EC CS
Barlow Shelley Pty Ltd
ABN 29 679 702 599
AT 33A PAVILION STREET POMONA 2499
DATUM AHD 1:500 10 5 0 10 20 A1
B 13.11.25 RFI RESPONSE CS CS
DESIGN EC
1:1000
HORIZONTAL
A3 ................. 07 5443 8285 FOR PSP DEVELOPMENTS PTY LTD
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)
barlowshelley.com.au
ROAD 1 LONGITUDINAL SECTIONS C220 B
VERTICAL DRAWING STATUS
DATE 18-06-2025 This drawing is not to be copied or amended without written permission from Barlow Shelley Pty Ltd
FOR APPROVAL
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