Engineering Drawings Part 1 - OPW14/0197

 

PRELIMINARY PAVEMENT DESIGNS

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

BASE SUB BASE |LOWER SUB BASE
TRAFFIC ASSUMED | SURFACING (mm) (mm) (mm) TOTAL
ROAD STREET CLASSIFICATION ESA's CAR ‘mm) (CBR 60) (cBR'4S) (CBR 5) BOX
(TYPE 2.2) (TYPE 2.3) (if required) (mm)
wis oR MULBERRY CLOSE ACCESS STREET 5 x 10° 3 30 100 100 260 490
S a
ms Os 1. ALL ASPHALT TO BE UNDERLAID WITH 10mm PRIMER SEAL OR PRIME AND SEAL ALTERNATIVE
wi als
a =
= 5
w oO
S 5 NOTES:
= w 1. PRELIMINARY PAVEMENT DESIGNS HAVE BEEN BASED ON THE ASSUMED SUBGRADE CBR SHOWN. ACTUAL PAVEMENT DESIGNS WILL BE BASED ON
° fe TEST RESULTS TAKEN AFTER STRIPPING HAS BEEN COMPLETED.
2 Zz 2. EARTHWORK QUANTITIES HAVE BEEN CALCULATED USING THE PAVEMENT DESIGN TO SUB BASE DEPTH ONLY, AS SHOWN ON THE CROSS SECTIONS.
wi oO 3. THE SELECTED FILL QUANTITY, DETERMINED BY TEST RESULTS, SHALL INCLUDE FOR EXCAVATION.
Zz & 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).
z
=
&
a
7 +
ee
|
Z
7
| - LOT 127 -
2 ' 2
- LOT 132 - |
E
eg & z
Rog Ps CH 60.000 DATUM RL 14
z z 1 FINISHED RL 16.129
a 8 g o | o
G ES a - 16.00m ROAD RESERVE “ - LOT 126 -
5 5 Ss ‘ 6.00m 5.00m 300m | 300m 5.00m VARIES.
a a. Eo - LOT 133 -
‘ | ; 090m wee
¢ 10.0 VC 40.0 VARIES ; | | | 5 ye
7919) (R380.4) Si 2% 3% 3% 2%
pe ute tI | ul 1.2m CONCRETE FOOTPATH TO
30% 2m
DATUM RL -2.0 rr CH 40.000 LP.W.E.A.Q_STD. DRG._R-0065 DATUM RL_13
: . FINISHED RL 14.618
viol wlgiolelsls|elelaiaislulvisl el
CUT (-) 7 FILL as) SRST RSs zagss s :
TT] SSNS STS TT SSS SS] S| 5
a
yy
gzecisiisielsl
LHS LIP LEVEL RAS SSS SSSI | - LOT 125 -
® “FEE @H - LOT 134 - 2 \ 2
slaisiaiclsiaisisis
RHS LIP LEVEL RASTER a SSS "| | eo
~ Ty 7 ah T
i
DESIGN SURFACE 88 SSSR FFs ssgggeg gs CH 20.000 | DATUM RL_11
as} sidisigisidsiaisialsiss) 3 a CTYPE ‘M1’ KERB AND CHANNEL FINISHED RL 12.406
Ae 7" ee &! TO IPWEAQ STD DRG R-0080.
nleal elulv|4|o| ol nlal ell o al Z| SUBSURFACE PAVEMENT DRAIN
EXISTING SURFACE Be Sere assRssiss) & Ss TO IPWEAQ STD DRG R-0140.
als) 4)4) 4/4) 4) 4 slululul |<) 6) 5)
eleieiclelaisicizieizieiwicl
CHAINAGES ga Res sseqyessgas &
a3) s]=/4/2 ajsjesiajgieis|  s
R60.000
HORIZONTAL CURVES
@® REFER INTERSECTION DETAILS FOR LEVELS
FILE: N13078-119.dwq DATE: 11-06-2014 TIME: 10:24
iXref's: X-N13078-TIT X-N13078-ROADS USR: Joshua Beddow
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AMENDMENT DETAILS DESIGN cHecx SURVEYOR: RPS
mete Tk fea ae 1 INNOVATION PARKWAY, BIRTINYA QM PROPERTIES q coer MULBERRY CLOSE
a MORIZONTAL Ph (07) 5436 7888 Fax (07) 5493 6630 moe er LONGITUDINAL SECTION
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