Engineering Drawings Part 2 - OPW14/0197

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

wie wy Le lus x0 ~
>|s 2 2 s|< aX |= 2g a
els ols ols Ole S| los
a2 9 | ale ae ois
wis =| Ss a oO =-
=] ou > x uw”
gs a =| g S|
4 a co >
wi) oR = WW x 2
<| = 5 3 ¢ i
Boe = 2 = PRELIMINARY PAVEMENT DESIGNS
z = BASE SUB BASE |LOWER SUB BASE
3 S 2 S ROAD STREET CLASSIFICATION TRAFFIC | ASSUMED | SURFACING (rm) (nm) {nm} "30x.
= = = = FSA's CBR (mm) (CBR 60) (CBR 45) _(CBR 15) Box
oO a o So (TYPE 2.2) (TYPE 2.3) (if required) (mm)
oa 2 2 n SHIRE DRIVE ACCESS STREET 5 x 10° 3 30 100 100 350 580
c co
lu w w w 1, ALL ASPHALT TO BE UNDERLAID WITH 10mm PRIMER SEAL OR PRIME AND SEAL ALTERNATIVE
z z 2 =
NOTES:
—_3 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.
_ 3. THE SELECTED FILL QUANTITY, DETERMINED BY TEST RESULTS, SHALL INCLUDE FOR EXCAVATION.
MN 4. WHEN THE TOTAL PAVEMENT DEPTH (AS DETERMINED BY SUBGRADE TESTS) EXCEEDS THE NORMAL DEPTH, THE PAVEMENT GRAVEL SHALL EXTEND
NY UNDER THE KERB AND CHANNEL TO 150mm BEHIND (TYP).
MN 5
NI :
A 3
— &
— &
a 3
TT
| >
z
=
5
-
a
a |
Ss s a S ° oS
2 = = = 3 8
z z z z z fa
= m s z t AC SURFACE E150 150
s 2 s s = Q| +
z g 2 g z \ S| PHN
5 5 5 5 5
a2 a a 2 a
EXISTING PAVEMENT
VC 58.0 VC 40. VC 40.0 VC 40. VC 40.0
{(R1640.0) (R1425.3} (R853.5) (R2376. (R558.1)
0.502% -4.038Y%o -6.B44% -2/158% -3.841% 3.327% PAVEMENT AS SPECIFIED
DATUM RL _ -3.0
s| 3) asia) a aa slz|-) al ge aig} ele a si al si sl a ale elelalal ol JOIN TO EXISTING PAVEMENT DETAIL
CUT (-) 7 FILL a 2 ase} 5 33 8s ge 38 Se fs 8 Ss 8 & Rs gs gael ees[gess s NTS
8) e/o\e Sieis} sls] Ya) &| 3 sis} si eg ae A FF a4 ala) elolmlalntul 2
LHS LIP LEVEL s3e2) ® Bee Saas 8S Be 3 SF § s § Fs Woe FeSSAaS s
RHS LIP LEVEL Z| 2 5 aaa 23 3 8 SSS 8 25 @ | SSR &
DESIGN SURFACE s 8 8 88 88s esas 82 Fe ges 8s S S23 gaa gaiecses 22
gq 3 3 2 282 $s3ae 33 28 FBS AS a FR HAS SHq sq Ss
a a weles a a eel an sal oe ee oa a al = sl] lel wlalel mlmlelmlelel al un
EXISTING SURFACE /& 8 8 amy S| 8 Bag 88 88 go 8S 2 2 3 8 Fe 88 ges sagas gs
s gs} | xxix] oS) s Elis} sje] ye) a S| 4] #5) es} Ss) Ss} SF es gS alo Blalq| Rlclejolal ala) a
el a eissl es sls sisi) ssigisi Sissi Sse yi Sei ggg ase seg see g| 25
CHAINAGES s gs assis, s als gas gsiadsio ae wage ggaddads ge sags seg | als
2 sg a sjsjs} soo gs} SBS) 88 F3) Bs Fe Ss R FY YR Ss BR FRR) Bae RRR
R-30.000 R15.000 R-20.000
HORIZONTAL CURVES 130.01
@® REFER INTERSECTION DETAILS FOR LEVELS
FILE: 978-120.dwg DATE: 11-04-2014 TIME: 10:25
Xpefs: X-N13078-TIT X-N13078-ROADS USR: Joshua Beddow
[aes [aa] TEST RATT aT SRTTTE
AMENOMENT DETAILS DESIGN CHECK SURVEYOR: RPS
mete Tk fea ae 1 INNOVATION PARKWAY, BIRTINYA QM PROPERTIES q coer SHIRE DRIVE
MG HORIZONTAL Ph (07) 5436 7888 Fax (07) 5493 6630 SOKGT i LONGITUDINAL SECTION
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