N13078 - 2014.10.17 - 1 Of 2

 

    

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

PRELIMINARY PAVEMENT DESIGNS

 

 

BASE SUB BASE |LOWER SUB BASE
trarric | assumed | surFacinG | ‘Imm = 8 TOTAL
ROAD STREET CLASSIFICATION BOX
‘ (CBR 60) | (CBR 45) (CBR 15)
ESA's CBR (mm) (TYPE 2.2) | (TYPE 2.3) | (if required) (mm)
TWIGRUSH COURT ACCESS STREET 5 x 10 3 30 700 100 260 490

 

 

 

 

 

 

 

 

 

 

1. ALL ASPHALT TO BE UNDERLAID WITH 10mm PRIMER SEAL OR PRIME AND SEAL ALTERNATIVE

 

 

 

NOTES:

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
  
  

 

 

 

 

 

 

 

 

 

 

 

 

 

wis ow 1. PRELIMINARY PAVEMENT DESIGNS HAVE BEEN BASED ON THE ASSUMED SUBGRADE CBR SHOWN. ACTUAL PAVEMENT DESIGNS WILL BE BASED ON
=e as TEST RESULTS TAKEN AFTER STRIPPING HAS BEEN COMPLETED.
o|? wil= 2. EARTHWORK QUANTITIES HAVE BEEN CALCULATED USING THE PAVEMENT DESIGN TO SUB BASE DEPTH ONLY, AS SHOWN ON THE CROSS SECTIONS.
ww? gs 3. THE SELECTED FILL QUANTITY, DETERMINED BY TEST RESULTS, SHALL INCLUDE FOR EXCAVATION.
= 5 4. WHEN THE TOTAL PAVEMENT DEPTH (AS DETERMINED BY SUBGRADE TESTS) EXCEEDS THE NORMAL DEPTH, THE PAVEMENT GRAVEL SHALL EXTEND
a) ° UNDER THE KERB AND CHANNEL TO 150mm BEHIND (TYP).
Ww
S So
= w y
B z |
Ps
2 = : '
# ° - LOT 143 - - LOT 138 -
e $$ oe
a
LO CH 100.000 ' DATUM RL_12
y | FINISHED RL 15.069
I
z 2
g = LOT 144 - ~ LOT 137 -
= 2.0% 3.0% 3.0% 2.0%
CH 80.000 DATUM RL_10
FINISHED RL 13.165
x w
a 16.00m ROAD RESERVE a
6.00m 5.00m 3.00m | 3.00m 5.00m 6.00m
g s 8 ~ LOT 145 - 30mm AC. SURFACING 0.90m | - LOT 136 -
oO x ws
3 o - TT
z z Zz | 2.0% 3.0% 3.0% 2.0%
| = s = :
SEG PT
a S 3 1.5m CONCRETE FOOTPATH TO
"| “ = CH 60.000 ' |.P.W.E.A.Q STD. DRG. R-0065 DATUM RL 9
o a a CTYPE “MY KERB AND CHANNEL FINISHED RL 11.023
TO IPWEAQ STD DRG R-0080.
VC 20.0 VC 40.0 VC 30.0 wl! SUBSURFACE PAVEMENT DRAIN
(R429.8) (R445.5) (R440.8) x TO IPWEAQ STD DRG R-0140.
-2/000% 2.653% 1.631% 4.824% a ~ LOT 136 -
S
- LOT 146 - ! a
DATUM RL -3.0 ,
alin ale} ml] elelala)vleimialal aie} e| g 2.0% 9 | 9 0%
CUT (-) 7 FILL SASSER ART SSS E89 Ss aq ss % ye ae 2
slolel clic olel lel Sis] sg |
asigiaidsisieisla ae 8
LHS LIP LEVEL g2eesncgesesce 33 CH 40.000 DATUM RL_7
® ® H FINISHED RL 9.710
alelulslelalolSislai Sie} 3/8]
RHS LIP LEVEL SS SIAR SASS SF
TYPE ‘ar kere AND CHANNEL - LOT 136 -
elalslsiaelaslalais|=| se 2 sisi si aig STEEL BEAM GUARDRAIL TO IPWEAQ STD DRG R-0080.
DESIGN SURFACE RBS SSS SRRISS aS g gs S| os TO TMR STD. DRG 1474 '
1.2m HIGH POOL TYPE FENCE TO |
a =e -| 2 LANDSCAPE ARCHITECTS DETAILS
EXISTING SURFACE alelgisaisaiciaisielealSisisie as) a az
= Els QUA ASR aA SSR Saas | ol as c
| S| | 09] 09) 09} 05) 0d] 5] 3] oh} |) SPE] SS = 2 22 BIO BASIN ‘C’. REFER DRG
N13078-130 FOR DETAILS. |
CHAINAGES geSSRes esse assesy F= 3 s8
s/e]e{s]4/S SQA SSB) Ssisle, se) =) sis |
CH 20.000 DATUM RL 6
T
HORIZONTAL CURVES Rw0.000  R40.000 31 FINISHED RL 9.136
&
5
® REFER INTERSECTION DETAILS FOR LEVELS g|
FILE: N13078-123.dwq DATE; 16-10-2014 TIME: 14:53
Xref's: X-N13078-TIT X-N13078-ROADS USR: Curtis Boorman
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AMENDMENT DETANLS SURVEYOR: RPS we
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Es @ [CB [W.0.% [LONGITUDINAL AND (ROSS SECTIONS UPDATED HORIZONTAL Ph (07) 5436 7888 Fax (07) 5493 6630 PROUT LONGITUDINAL SECTION
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zo 1200 “=! 413078 ) Pre aH HL 28015 LAKE DOONELLA NOOSA Smart Consultin bet et An ial SANE TE Tas
i E VERTICAL BRENT THOMAS RPEQ 7862 STAGE C1 . C6 ig ‘Tdephons 07 54709240 Focsimile 0754709262 oso N13078. 123 B
siF FOR & ON BEHALF OF BROWN CONSULTING (QLD) PTY LTD Drishann Conbarm Medhouns Opioey Gingepere Sunshine Cent = Lic 4004 -