Engineering Drawings Part 2 - OPW14/0197

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

PRELIMINARY PAVEMENT DESIGNS

 

 

 

 

 

 

 

 

 

 

 

 

BASE SUB BASE |LOWER SUB BASE
TRAFFIC | ASSUMED | SURFACING mm) (mm) mm) TOTAL
ROAD STREET CLASSIFICATION ben's aR ‘nm che hoy | cca) ben's) BOX
(TYPE 2.2) | (TYPE 2.3) | (if required) (mm)
TWIGRUSH COURT ACCESS STREET 5 x 10° 3 30 100 100 260 490
1. ALL ASPHALT TO BE UNDERLAID WITH 10mm PRIMER SEAL OR PRIME AND SEAL ALTERNATIVE

 

 

 

NOTES:

3. THE SELECTED FILL QUANTITY, DETERMI

UNDER THE KERB AND CHANNEL TO 150

 

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.

2. EARTHWORK QUANTITIES HAVE BEEN CALCULATED USING THE PAVEMENT DESIGN TO SUB BASE DEPTH ONLY, AS SHOWN ON THE CROSS SECTIONS.

INED 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

mm BEHIND (TYP).

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

|
Zz
a - ao
2 \ 2
- LOT 143 - - LOT 138 -
I
CH 100.000 : DATUM RL_12
FINISHED RL 15.069
\
2 2
- LOT 144 - - LOT 137 -
u
CH 80.000 DATUM RL_10
FINISHED RL 13.165
2 2
a 16.00m ROAD RESERVE a.
T
6.00m 5.00m 300m 3.0m 5.00m 6.00m
ae 30mm AC. SURFACING 0.90m - LOT 136 -
VARIES, 2% 3% 3% 2% VARIES.
1.2m CONCRETE FOOTPATH TO
CH 60.000 | LP.W.E.A.Q STD. DRG. R-0065 DATUM RL 9
LoTypE M1" KERB AND CHANNEL FINISHED RL 11.023
TO IPWEAQ STD DRG R-0080.
w! SUBSURFACE PAVEMENT DRAIN
= TO IPWEAQ STD DRG R-0140,
Zz - LOT 136 -
a
oa v 2
- LOT 146 - a \ a

 

    

 

 

 

 

 

 

 

 

CH 40.000 DATUM RL 7
FINISHED RL 9.710
I
TYPE ver kere AND CHANNEL - LOT 136 -
STEEL BEAM GUARDRAIL TO IPWEAQ STD DRG R-0080.
TO TMR STD. DRG 1474 ! a
1.2m HIGH POOL TYPE FENCE TO | t
LANDSCAPE ARCHITECTS DETAILS. ——
BIO BASIN ‘C’. REFER DRG
N13078-130 FOR DETAILS. i el
I
CH 20.000 U | DATUM RL _6
_ FINISHED RL 9.136
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(R553.1) (R4&49.4) (R461.7)
DATUM RL -3.0
CUT (-) 7 FILL sgegeesegisss s Ss gal a ss
LHS LIP LEVEL giegeess 235 $
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RHS LIP LEVEL ax a\n 2/8 ae 3
DESIGN SURFACE sigslggessgsa8 § gs a8 3 88
EXISTING SURFACE [@/8¢slagigegeeS 8 8% 28) a am
CHAINAGES gegqeeieise 2 22 92 3 32
HORIZONTAL CURVES R40.000
® REFER INTERSECTION DETAILS FOR LEVELS
FILE: N13078-123.dwg DATE: 11-04-2004 TIME: 10:27
iXref's: X-N13078-TIT X-N13078-ROADS USR: Joshua Beddow
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"MICROFICM No,

PROJECT No.

N13078

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

CLIENT

QM PROPERTIES

 

APPROVED SHAUN PILCHER REQ 14583
MATHEW HILL RPEQ 11578

“er € BRENT THOMAS RPEQ 7862

 

 

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

BROWN

Smart Consulting

PROJECT

LAKE DOONELLA NOOSA
STAGE C1 - C6

 

~*~

 

‘CONSULT AUSTRALIA
Brown Consulting (QLD) Pty Ltd
Level 3, 16 Innovation Parkvoy,Biringe QLD Australia 4575.

 

Teaghone 07 5470 9260 Facsanile. 07 5470 9262
Racerw Cutern item byt Spon Bantin Coat

1 a

‘DRAWING TITLE

TWIGRUSH COURT
LONGITUDINAL SECTION
AND CROSS SECTIONS

 

 

‘DRAWING NUMBER

N13078-123