2 David Low Way - Attachment 3 - Civil Engineering Assessment - Sheehy 10-8-17

CAD FILE->N-\8SODdir\B53I\ACAD\PLANNING\853I-D.dwg

un, 2017-5:44pm

 

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PROPOSED CONCRETE DRIVEWAY

 

PROPOSED CONCRETE DRIVEWAY

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

DATUM R.L.0.000
CUT DEPTH (-ve) «|e wo e e| - e
FILL DEPTH (+ve) z S| 8 =| 5) §| S| ¢ 3] 5| 2] 8) =| 2) 3] 2) =
DESIGN SURFACE 3 zs} 8 a) $) 3) 3) 3 a] 2] Ss] 2 2} S| 8} S| 8
NATURAL SURFACE 3 g g| g a ogg g al s| g | 3] 5 3 2 3 al =| gg) 2} 8) 3] si) a} 8) 8
PEGGED CHAINAGE 3 g 3] & zg} & Z| 8 z 3| 3} 8} 8) 3) & 3 g z 8] 8] 3] 3} 8} 8 8 8) 8) 8) 8
SECTION = SECTION oS SECTION =
> NATURAL SURFACE. 3
o DESIGN SURFACE oO
TNL ‘| 1 5 _

DATUM R.L.0,000
CUT DEPTH (-ve) 2 e “
FILL DEPTH (+ve) = 3 3| = 2} 8 S| 8] 2] =
DESIGN SURFACE g g 3] 3 gz a] eg] SB} 8] 8
NATURAL SURFACE 2 g| 8 4 a) 3 3 z g} | g) e| gl & 5 z z|
PEGGED CHAINAGE : g g 3] s| 3 g 3 8 Ga Bg 3 5 3] 2

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

SECTION =
NE

EROSS SECTION

 

 

 

 

 

 

© COPYRIGHT

THE INFORMATION CONTAINED IN
THIS DOCUMENT IS THE PROPERTY
(OF SHEEHY AND PARTNERS,
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WHOLE OR IN PART WITHOUT
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SURVEYOR:

 

 

CLIENT:

KENLYNN PTY LTD

PROJECT:

 

2 DAVID LOW WAY,
CASTAWAYS BEACH

 

 

 

 

 

 

 

 

 

 

 

 

 

0 5 10m 4:250 VERTICAL (A1)
SCALES pnt
© 5 10 15 20 25m 4500 HORIZONTAL (A1)
SCALES: AS SHOWN
DESIGNED: $B rn
CHECKED: PM CONSULT AUSTRALIA
DRAWN $B x y
CHECKED: PM
Firm
‘AMENDMENTS. DATE [INITIALS | PATE: JUNE “tT

 

 

 

 

 

 

 

Slat ah aes

PLANNING

 

ATS)

PTY CIMITED
CONSULTING ENGINEERS
STRUCTURAL AND CIVIL
H(o7)3839 3644 FAx(O7)3830 3655
A.C.N.009 899 905

 

BULK EARTHWORKS
SITE SECTIONS

DRAWING NUMBER:

8531-D

FULL SIZE At

 

 

 

No. OF DRAWINGS: