Engineering Drawings Part 1 - OPW14/0197

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

PRELIMINARY PAVEMENT DESIGNS

 

 

 

 

 

 

 

 

 

 

 

 

BASE SUB BASE |LOWER SUB BASE] gta,
TRAFFIC | ASSUMED | SURFACING nm) nm) nm)
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 5 x 10° 3 30 100 100 260 490
1. ALL ASPHALT TO BE UNDERLAID WITH 10mm PRIMER SEAL OR PRIME AND SEAL ALTERNATIVE

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

  
   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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ol ae 1. PRELIMINARY PAVEMENT DESIGNS HAVE BEEN BASED ON THE ASSUMED SUBGRADE CBR SHOWN. ACTUAL PAVEMENT DESIGNS WILL BE BASED ON
= 5 TEST RESULTS TAKEN AFTER STRIPPING HAS BEEN COMPLETED.
EI o 2. EARTHWORK QUANTITIES HAVE BEEN CALCULATED USING THE PAVEMENT DESIGN TO SUB BASE DEPTH ONLY, AS SHOWN ON THE CROSS SECTIONS.
g 5 3. THE SELECTED FILL QUANTITY, DETERMINED BY TEST RESULTS, SHALL INCLUDE FOR EXCAVATION.
= Lu 4, WHEN THE TOTAL PAVEMENT DEPTH (AS DETERMINED BY SUBGRADE TESTS) EXCEEDS THE NORMAL DEPTH, THE PAVEMENT GRAVEL SHALL EXTEND
o fe UNDER THE KERB AND CHANNEL TO 150mm BEHIND (TYP).
5 a
ww Oo
n
oc
wi - LOT 174 - 2 2
z - LOT 176 -
A —
ZA I oa
3 \
5 CH 100.000 | DATUM RL_13
s FINISHED RL 15.887
S | «
a o 7 a 6.00m - LOT 176 -
a 2
7)
mm] - LOT 172 - eT
= 1500 x 1200 RBC ——
FAUNA CROSSING gr
I
0
CH 80.000 DATUM RL_12
FINISHED RU 14.455
450g rcp cutvert ~/) 2
~
| fe 2 a
gs a =
a) & = 5
zie z z
s|E z z
=| & = = | DATUM RL 8
Ve 10.0 VC 40.0 VC 30.0 wl FINISHED RL 13.160
(R666.7) (R548.7) (R1075.1) oe 5! =
-3.000% 0.500% 191% 5.000% 8
-1.000%,
DATUM RL -2.0
SPRAY CONCRETE FINISH
glslaialalcloisl alm els slzl ald TO CORRIDOR CROSSING.
CUT (-) 7 FILL Ssle8gi8Sz) s 8 ss gs) Baie 4.2m CONCRETE FOOTPATH TO
WAslasfssjaap S/S) {ls sls} SJs/s LP.W.E.A.Q STD. DRG. R-0065
Sglg= Sq Ssis}s sis ———
LHS LIP LEVEL Ssgsg Sa Baa ss _ ff a
® ®
a asl gl | as
RHS LIP LEVEL q g5 8 @ BR CH 40.000 | DATUM RL_7
= = = = SF | FINISHED RL 12.488
DESIGN SURFACE sie3 Ss ss 8833 ss as a 16.50m ROAD RESERVE a
gas) Ss 9 sss 4 ele ae tam HIGH POOL TYPE FeNce To pe WARIES 5.00m 300m | 3.00m 5.00m VARIES
.2m
lal 6 aul lela al alal vlalelslalal LANDSCAPE ARCHITECTS DETAILS 30mm AC. SURFACING
EXISTING SURFACE 3) 2 Bela} SiS Bs/F 3) Be) sisiqays SPRAY CONCRETE FINISH 2.0% 3.0% 3.0% 2.0% >
asia sala] sf sale) s} aly) clejeisigis TO CORRIDOR CROSSING Ny = _ WG
SK i] V id OX _
VX SS el
ecleisiels| asi esigieie] Sis} sisleaisig SS ee
CHAINAGES sssaSasyss) ss) gees Se) ASS SRA |
galdelseigials| ols seis) se) 85) SS sis fo a
eo SUBSURFACE PAVEMENT DRAIN e!
TO IPWEAG STD DRG R-0140. 5 TYPE ‘Mi" KERB AND CHANNEL
HORIZONTAL CURVES 820.000 | R-200.000 CH 20.000 & TO IPWEAQ STD DRG R-0080. DATUM RL 8
FINISHED RL 12.345
@® REFER INTERSECTION DETAILS FOR LEVELS
FILE: N13078-117.dwq DATE: 11-06-2014 TIME: 10:06
iXref's: X-N13078-TIT X-N13078-ROADS USR: Joshua Beddow
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AMENOMENT DETAILS DESIGN cHecx SURVEYOR: RPS
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ie ta000 HORIZONTAL % Ph (07) 5436 7888 Fax (07) 5493 6630 =< er LONGITUDINAL SECTION
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