2 - Road Pavement Upgrades And Widening - B14101-SK-007 14-12-04

 

CONTROL LINE MCC1
X = 1413.188
Y = 1801.967
Z = 209.023

  

Datum 208.00

NA

 

7

 

 

DESIGN HEIGHT

 

EXISTING SURFACE]

 

OFFSETS

 

 

6.732 |211.185 |211.185

 

—3.000 |208.538 | 208.903 \

 

 

 

—4.150 |209.347 | 208.603
0.000 _|208.797 | 209.023

3.000 _|208.795 | 208.903

 

 

 

CONTROL LINE MCC1

 

CHAINAGE 1000.000

 

CONTROL LINE MCC1

  

X = 1330.573
Y = 1648.220
Z = 216.195
Datum 210.00

 

RN38_0.20%

 

 

 

DESIGN HEIGHT

 

 

EXISTING SURFACE

CONTROL LINE MCC1

X = 1196.425
Y = 1604.153
Z = 209.448

Datum 208.00

¢ CONTROL LINE MCC1

 

CONCEPTUAL DESIGN SURFACE
EXISTING SURFACE

 

 

 

 

OFFSETS

—9.626 |220.358 |220.358

 

 

—4.150 |216.944 |215.901

—3.000 |215.827 |216.201
0.000 _|216.045 |216.195

 

 

 

3.000 _|215.793 |216.015

 

4,457 |215.651 |215.651

DESIGN HEIGHT

209.028
209.328

 

 

 

 

 

 

 

 

 

 

 

 

 

X = 1444171
1840.675
Z = 204.354 —_
Datum 202.00
sls = zs
TSS 3S s aN
DESIGN HEIGHT Sigs = s| 3
NUNN N N N
—Jole 2 ol =
sis/8 & S|} 8
EXISTING SURFACE Z2\2 = S| os
sels 3 3) 8
gigl& g gl 8
\{8|S ° s} 3
OFFSETS SIS) 8 s) 8
Thay Ss s ¥

 

 

CONTROL LINE MCC1

CHAINAGE 950.000

 

CONTROL LINE MCC1

CHAINAGE 1200.000

 

 

 

EXISTING SURFACE

 

 

OFFSETS

 

0.000 _|209.294 | 209.448
F000 _|209.241 | 209.3528

—4.150
-3.000

 

 

 

 

 

 

CHAINAGE 1350.000

CONTROL LINE MC61~ _ _

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

X = 1468.024 X = 1398.722 X = 1231528

Y = 1883.071 Y = 1703.708 Y = 1639.446

Z = 202.825 Z = 213.601 Z = 214.121

Datum 200.00 - Datum 208.00 Datum _212.00
S 6 S © =f ~ = A ela]s ~ =
+ N Ss + RP RR S$ 3 a sis X x

DESIGN HEIGHT g s 5 DESIGN HEIGHT S S| 8 s S| 8 DESIGN HEIGHT SR = =
NS SN SN N ALN NX | N NIN|N N N
3 2 x g 2] S 5 gs} 3 s|8|8 s 2

EXISTING SURFACE 8 e = EXISTING SURFACE 5 3) 8 x sy 8 EXISTING SURFACE] Sales 3 =
& & & N AlN N al 8 NINN N N
8S x Ss} 9 Nis|s
8 3l/S|/$

OFFSETS 8 8 8 OFFSETS & =) 8 8 s| 8 OFFSETS Sls] 8 8
I Ss s ' ry ot s sS ~~ mye Ss s

 

 

 

 

 

 

 

 

CHAINAGE 900.000

 

CHAINAGE 1100.000

CHAINAGE 1300.000

NOTE: SUBJECT TO DETAILED DESIGN

 

CONCEPT
ADVICE ONLY

 

 

 

26 May 2015

 

 

 

0 1:2 3 4m
(ell

SCALE 1:100 (At)

 

Project:

PROPOSED POULTRY FARM
INFRASTRUCTURE WORK ASSESSMENT

Client:

W. DONALD MILLIGAN PTY LTD C/— GANTT LEGAL

 

Title:

 

TOP FORESTRY ROAD - CONCEPT ANNOTATED CROSS SECTIONS

(T,

cBD House
LEVEL 3, 120 WICKHAM STREET
FORTITUDE VALLEY QLD 4oas EMAIL [email protected] 4
0. BOX M2 FORTITUDE VALEY QUO 4014 LCN. "010 451.902

LAMBERT & REHBEIN
ENGINEERS » MANAGERS * SCIENTISTS.

TELEPHONE (07) 3250 9000 Pa
FACSIMLE (07) 3250 9001 nn

Figure No

B14101-SK-007

 

Scale:
al ous LS as sHowN [Aq

 

 

Drawn: o

 

Checked NG ‘Approved Sw

Rev} Date | File Ref: SEE BELOW — [ste

 

 

 

 

 

 

F:\dobs\814100\B14101\\Drawings\Infrastructure\Sketches\814101-SK-007 15~01-06.dug