N13078 - 2014.10.17 - 1 Of 2

 

 

 

 

 

 

 

 

 

 

 

 

 

PRELIMINARY PAVEMENT DESIGNS

 

 

 

 

 

 

 

 

 

 

 

 

BASE SUB BASE |LOWER SUB BASE]  tgTa,
TRAFFIC ASSUMED | SURFACING (mm) (mm) imm)
ROAD STREET CLASSIFICATION ESA's CBR (mm) (CBR 60) (CBR 45) (CBR 15) BOX
(TYPE 2.2) | (TYPE 2.3) (if required) (mm)
DODONAEA CLOSE ACCESS STREET 5S x 10° 3 30 100 100 260 490
1. ALL ASPHALT TO BE UNDERLAID WITH 10mm PRIMER SEAL OR PRIME AND SEAL ALTERNATIVE

 

 

 

NOTES:

1.

PRELIMINARY PAVEMENT DESIGNS HAVE BEEN BASED ON THE ASSUMED SUBGRADE CBR SHOWN. ACTUAL PAVEMENT DESIGNS WILL BE BASED ON
TEST RESULTS TAKEN AFTER STRIPPING HAS BEEN COMPLETED.

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

wis oR
g: Be
al als
2 =
x= >
a oO
g S
g e
e =
oO wi
wu oO
n
co
wi
Ee
=
—
7
4
3 Z|
Ne 1500 x 1200 RBC
FAUNA CROSSING
0
450 RCP cucvert ~/|
VC 10.0 VC 40.0 VC 30.0
(R666.7) (R548.7) (R1075.1)
3.000% soo rove 4.00%
|-1.000%,
DATUM RL -2.0
CUT (-) 7 FILL Sssegacgs| &§ S885 28 8 5
LHS LIP LEVEL S933 98 Bea 5 a8
® = ®
RHS LIP LEVEL 5 Ss geeg os
DESIGN SURFACE S83 agg) 8 2299 e8 AOgeRs
EXISTING SURFACE [§aj Sse $8 Fee 3 Ys gseas
HORIZONTAL CURVES 20.000 200.000
@® REFER INTERSECTION DETAILS FOR LEVELS

FE: NIBOT8-117.dwg DATE, 17-10-2014 TIME: 10:22

Pref's: X-NBO78-TIT

X-NDBOTE-ROADS USR: Curtis Boorman

 

 

 

 

 

 

 

 

 

 

 

 

 

  
   

2. EARTHWORK QUANTITIES HAVE BEEN CALCULATED USING THE PAVEMENT DESIGN TO SUB BASE DEPTH ONLY, AS SHOWN ON THE CROSS SECTIONS.
3. THE SELECTED FILL QUANTITY, DETERMINED BY TEST RESULTS, SHALL INCLUDE FOR EXCAVATION.
4. WHEN THE TOTAL PAVEMENT DEPTH (AS DETERMINED BY SUBGRADE TESTS) EXCEEDS THE NORMAL DEPTH, THE PAVEMENT GRAVEL SHALL EXTEND
UNDER THE KERB AND CHANNEL TO 150mm BEHIND (TYP).
- LOT 174 - © @
- LOT 176 -
r,t
I
CH 100.000 DATUM RL 13
FINISHED RL 15.887
2 ws . 6.00m ~ LOT 176 -
a Zz
7
- LOT 172 - + MAY
CH 80.000 DATUM RL_12
FINISHED RL 14.455
o
2
I
| DATUM _RL 8
wl FINISHED RL 13.160
2
o El ao
2 5 2
q
8
B
CORRIDOR CROSSING SURFACE
TREATMENT BY LANDSCAPE. REFER
1.5m CONCRETE FOOTPATH TO LANDSCAPE DRAWING FOR DETAILS
|.P.W.E.A.@ STD. DRG. R-0065

CH 40.000

 

DATUM_RL_7
FINISHED RL 12.488

 

 

 
 
 

 

 

  

 

 

 

 

 

a 16.50m ROAD RESERVE a
4.2m HIGH POOL TYPE FENCE To | VARIES 5.00m, 3.00m_ L 3.00m, 5.00m, , VARIES
.2m
LANDSCAPE ARCHITECTS DETAILS r 30mm AC. SURFACING +
f 2.0% 3.0% 3.0% 2.0%. >
5 i Xe
CORRIDOR CROSSING SURFACE oh 5 T Xe ee
TREATMENT BY LANDSCAPE. REFER YR NN
LANDSCAPE DRAWING FOR DETAILS S ee
Se Si
_ SUBSURFACE PAVEMENT DRAIN &
TO IPWEAG STD DRG R-0140. E TYPE ‘M1’ KERB AND CHANNEL
CH 20.000 S| TO IPWEAQ STD DRG R-0080.

DATUM _RL_8

 

FINISHED RL 12.345

 

TRRST

[Drawn]

ATE.

 

aH AMENDMENT DETAILS

 

 

OazmeozmE>
Palm] o] oe] >

05.08.44 [FOOTPATH WIDTHS AMENDED TO 1.50n

 

16.10.18 [BATTER NOTES AMENDED PER COUNCIL RFI

DESIGN CHECK

11000
1.2000

 

 

 

 

 

 

 

 

 

 

DRAWN CHECK|

+100
1200

 

‘SCALE (METRES

a)

204

120 30

HORIZONTAL

0 2

VERTICAL

50 At
A3

A3

 

WIGROFILM No,

PROJECT No.

N13078

 

SURVEYOR: RPS

1 INNOVATION PARKWAY, BIRTINYA
Ph (07) 5436 7888 Fax (07) 5493 6630

"APPROVED

[a

FOR & ON BEHALF OF BROWN CONSULTING (QLD) PTY LTO

SHAUN PILCHER RPEQ. 14593}
MATHEW HILL RPEQ 11578
BRENT THOMAS RPEQ 7862

“CLIENT

QM PROPERTIES

 

PROJECT

 

LAKE DOONELLA NOOSA
STAGE C1 - C6

 

~~

CONSULT AUSTRALIA

BROWN

Smart Consulting

Brown Consulting (QLD)

Teeghane 07 54709280 Fecsimie 07 5470'
olan Carn Hace Bry

ig (QLD) Pty Led
Layel 3 16 nue Prva, Biting QUD Anois 4575

9262

lege lin Cov

HT ecccs

Boo!
rr

DRAWING TITLE

DODONAEA CLOSE
LONGITUDINAL SECTION
AND_CROSS SECTIONS

 

 

‘DRAWING NUMBER

N13078-117