N13078 - 2014.10.17 - 1 Of 2

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

wie enc rie re Fie ~
=|s 2 g s|< als cla g =
els ln a s Ola a= acl
ale of, = ae az on
wie Ss ole o or
al ow 2 x uw)”
So =z oe n
=z) O° a 4 > °
wok = wy a a
a & x = Sg a
woe g = =| PRELIMINARY PAVEMENT DESIGNS
wo
z BASE SUB BASE |LOWER SUB BASE
S S Ss S TRAFEIC | ASSUMED | SURFACING mm) (mm) im) TOTAL
2 = 2 ° ROAD STREET CLASSIFICATION cea cae tm) (caso) cool sy (cons) BOX
S o oO S| s mm (TYPE 2.2) | (TYPE 2.3) (if required) (mm)
Wi
B 2 a a SHIRE DRIVE ACCESS STREET 5 x 10° 3 30 100 100 350 580
ta rr i rr 1. ALL_ASPHALT TO BE UNDERLAID WITH 10mm PRIMER SEAL OR PRIME AND SEAL ALTERNATIVE
Ee Ee Ee Ee
Zz z z 2
NOTES:
| 4 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.
i 3. THE SELECTED FILL QUANTITY, DETERMINED BY TEST RESULTS, SHALL INCLUDE FOR EXCAVATION.
™ 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).
MN 3 A
~~ =
-——_ m
—. 3
a 5
bP
¥
z
Fa
=
5
e
5
3 & 8 3 g &
z 2 = = 3 &
z z z & z a
2 a s z 2 AC SURFACE Fhs0, 150
5 a 3 = = \ x | MIN.
5 2 Nn nN m a *
5 5 5 z 3
a a a a a
EXISTING PAVEMENT
VC 58.0 vc b0. VC 40.0 VC 40 VC 40.0
(R1640.0) (R14 25.3] (R893.5) (R2613.5) (R472.4)
0.502% ~4038Yo 6. B44 % -2/158% -3.688% 4 TIB% PAVEMENT AS SPECIFIED
DATUM RL -3.0
CUT (-) / FILL a g8S5 8 88 sssl aq 8 88 85 8 2 8 8 8 3 ge ess asspalss JOIN TO EXISTING PAVEMENT DETAIL
s| ol olsic| oi als alse} Slei afc alo slsl cs) cs cl co of 2 | 5 ARR Saequmaia NTS
gi eel sels aisi visi asl sisal g et el 8 ee sf elo lela eeleisinalizl
LHS LIP LEVEL sesqj ® Jee sh83 33 8s 3 8 5 3 33 Fs FAS FysAss F
8 Z| g gal sai aigl gl e = 3 el ole slalsicieiial ol
RHS LIP LEVEL 2 : sas segue a3 | ©® ass) 28) 8 | S8Ssass 2
DESIGN SURFACE S g238 8 88 Fae sass BS Hes ges 3 Fe sss Mgeessz es
a} 3 ss ee sss 33 ag Fs ds eg B88 8g ss BIS SSHRssa ss
EXISTING SURFACE |8 & # S58 asses 8 84 82 8 8 3 5 § a Bs age gsagsias
2 2 | gale o ess} sis vie ss} zi a} S| S| SE] Sg Ss Sle] slee|e] elec] ec] oo] os] ool oa|
el uw eals! eo sie sisisi ssi gsi asi ase es Bisa se si sit ee ass selsgagels| es
CHAINAGES 3 eB yeqss 88 5s ss as sxe ss ss eae ge seis geigasicig gz
S gs} alsisisi se} sige gsis SS Bs) SS Ss s 8 | FF 2 RS THR SRS RRS BA
R-30.000 R15.000 R-25.000
HORIZONTAL CURVES
HORIZ SCALE: 1000
@® REFER INTERSECTION DETAILS FOR LEVELS HORIZ, SCALE 1000,
FILE: N13078-120.dwq DATE; 16-10-2014 TIME: 14:35
Xref's: X-N13078-TIT X-N13078-ROADS USR: Curtis Boorman
sar [once maw] oar TMU OE SENET METEET THCROFT Fo Sen SaaWG TE
woe TTF | a [Leone AMENDMENT DETAILS 11000 10 1020 30 4050 At SURVEYOR: RPS we
eee foe “ 1 INNOVATION PARKWAY, BIRTINYA QM PROPERTIES \ CCOMEULT AUSTRALIA SHIRE DRIVE
"e MORIZONTAL Ph (07) 5436 7888 Fax'(07) 5493 6630 LONGITUDINAL SECTION
sic DRAWN CHECK] 1100 2 a 2 4M PROWECT Wo, ‘APPROVED SHAUN PILCHER REQ 14593 nL AKE DOONELLA NOOS Bevan Corsutng (QLD} Pty Ltd ull
Mp : n yt . may
fr v2 Tae =) N13078 JP STAGE Glee Smart Consulting 'siisonmeton inane! Se Pome mane a
siF FOR & ON BEHALF OF BROWN CONSULTING (QLD) PTY LTD 7 Brisbane Canberra Medboure Opdeey Gingapere Sunshine Cont = Lic 4084 N13078-120 A